HALFEN HIT INSULATED CONNECTION

Transcription

1 NEW! HALFEN HIT symmetrcal, nsulated connectons for cantlevered balcones! HALFEN HIT INSULATED CONNECTION HIT.-E CONCRETE NEW! the complete product range for balcony solutons wth European Techncal Approval symmetrcal HIT unts wth optmzed CSB as standard Techncal approved values E O T A

2 Back to front or front to back: the new HIT-MVX s unque! The mrrored-shape of the compresson shear bearngs results n a symmetrcal desgn of the HIT Unts for cantlever balcones. These bdrectonal unts can be nstalled ndependently of the man slab or balcony orentaton; ths prevents nstallaton errors. CE markng, wth European Techncal Approval CSB HIT unts wth symmetrcal CSBs Installaton ndependently of the man slab or balcony orentaton due to symmetrcal shape REI 0 Fre-resstance ratng Mult-part desgn 0 HALFEN HIT.-E

3 HALFEN HIT INSULATED CONNECTION Contents Your benefts Type overvew 9 Product descrpton 0 Chapter HIT-HP MVX, HIT-SP MVX NEW! NEW! NEW! NEW! HIT-HP COR, HIT-SP COR NEW! Chapter HIT-HP MVX-OU/OD, HIT-SP MVX-OU/OD Chapter HIT-HP ZVX, HIT-SP ZVX HIT-HP ZDX, HIT-SP ZDX Chapter HIT-HP DD, HIT-SP DD Chapter HIT-HP HT, HIT-SP HT HIT-HP EQ, HIT-SP EQ 9 Chapter HIT-HP AT, HIT-SP AT 9 HIT-HP FT, HIT-SP FT 0 HIT-HP OTX, HIT-SP OTX 09 NEW! HIT-HP FK, HIT-SP FK, wdth adjustment Chapter HIT-ST, HIT-WT 0 NEW! HIT-HP HP MVX HIT-SP MVX HIT-HP ZVX HIT- SP ZVX NEW! NEW! Buldng physcs Chapter Bascs of thermal nsulaton Buldng authorty approved thermal values 9 Passve House Insttute certfcaton Sound protecton accordng to DIN 09 9 Fre protecton accordng to EN 0 0 Natonal Techncal Approval values HALFEN ψ calculator HIT software Contact / Techncal Support 0 HALFEN HIT.-E

4 HALFEN HIT INSULATED CONNECTION HIGH & SUPERIOR PERFORMANCE Your Benefts n and Installaton of HIT Insulated Connectons/Elements HALFEN HIT Insulated connecton the nnovatve balcony connecton Our man focus s the development and mprovement of our products. Thanks to the nnovatve, double-symmetrcal compresson shear bearngs CSB, HALFEN can now provde even greater relablty n plannng and applcaton as well as an mproved nstallaton procedure ether on-ste or n the precast plant. The complete product range ncludes the HIT-HP wth an nsulaton thckness of 0 mm and the HIT-SP opton wth 0 mm nsulaton thckness. Relable nstallaton The dstnct shape of the CSB-bearng means the HIT Insulated connectons for cantlevered balcones (HIT-HP/SP MVX, ZDX, DD, HT, EQ) are symmetrcal. Installaton s therefore ndependent of the man slab or balcony drecton. no confuson of nstallaton drecton Relable plannng HALFEN s ntegrated safety concept: The values provded n the tables are actual desgn values; therefore no addtonal verfcaton for reducton of the shear force s requred by the planner. possble shear loads up to 9 kn/m for slab thckness from cm easy load range allocaton even wth the ndvdual elements n our modular system 9 kn/m cm up to 0 % mprovement on buldng-physcs key-values A sgnfcant reducton n the number of support elements s acheved due to the further optmzaton of the CSB-bearngs. 0 HALFEN HIT.-E

5 HALFEN HIT ISO-ELEMENT Z_HIT-HP-SP 09/ HALFEN HIT ISO-ELEMENT ETA_HIT-HP-SP 0/ BETON BETON HALFEN HIT INSULATED CONNECTION HIGH & SUPERIOR PERFORMANCE Your Benefts n HIT Applcatons Further benefts Fre protecton The standard HIT Elements fulfl the requrements for the hghest fre protecton classfcaton REI 0 REI 0 F 0 fre resstant thermal heat nsulaton materal; A buldng materal classfcaton non-flammable nsulaton sutable for use as a fre-break n ETICS façades (Expanded polystyrene) no mx-ups of elements wth or wthout demands on fre protecton addtonal fre protecton s not requred due to ntegrated all-sded fre protecton EnEV conformty wth buldng authorty approved Ψ-Values DIBt and EOTA approved Ψ-values are avalable to calculate the total energy balance. HIT Calculator avalable on the HALFEN webste: avalable for all platforms no nstallaton requred! Natonal Techncal Approval values Techncal approved values E O T A Passve House Insttute certfed hghest category certfed Certfed Passve house component for the HIT-SP ZVX Element wth up to cm slab thckness certfed as energy savng components startng wth an nsulaton thckness of 0 mm for applcaton n cantlevered and smply supported balcony slabs Certfcaton and software CE markng wth ETA European Techncal Approval approved by the German Insttute for buldng technology (DIBt Deutsches Insttut für Bautechnk) user-frendly-software wth ntegrated offcut-optmzaton to reduce waste European Techncal Approval ETA - /0 0-CPD--9- (A) 0-CPD--9- (P) Natonal Techncal Approval values 0 HALFEN HIT.-E

6 HALFEN HIT INSULATED CONNECTION Product Overvew Thermally Insulated Connectons Cantlevered balcony slabs Applcaton for cantlevered balcony slabs HIT-MVX Mult-part applcaton for element slabs HIT-MVX-ES Applcaton for cantlevered corner balcony slabs HIT-MVX HIT-FK-COR HIT-MVX HIT-MVX (c v = 0) HIT-HP MVX / HIT-SP MVX Transfers bendng moments and postve and negatve shear forces. nsulaton thckness 0 mm / 0 mm page HIT-HP COR / HIT-SP COR NEW! HIT-HP MVX-ES / HIT-SP MVX-ES Product type for element slabs. Transfers bendng moments and postve and negatve shear forces. nsulaton thckness 0 mm / 0 mm page NEW! NEW! For cantlevered outsde corner balcones, desgned wth standard elements wth the same load bearng capacty and a corner fller. avalable as product type for element slabs (-ES) nsulaton thckness 0 mm / 0 mm page 0 HALFEN HIT.-E

7 HALFEN HIT INSULATED CONNECTION Product Overvew Thermally Insulated Connectons Applcaton for upward heght offset HIT-MVX-OU Applcaton for downward heght offset Cantlevered balcony slabs wth heght offset or wall connectons HIT-MVX-OD HIT-ZVX Smply-supported balcony slabs on columns Wall Wall HIT-HP MVX-OU / HIT-SP MVX-OU Heght offset, balcony hgher than man slab, upward wall connecton. Transfers bendng moments and postve and negatve shear forces avalable as product type for element slabs (-ES) avalable as custom desgn also for balcony sde nsulaton thckness 0 mm / 0 mm page HIT-HP MVX-OD / HIT-SP MVX-OD Heght offset, balcony lower than man slab; downward wall connecton. Transfers bendng moments and postve and negatve shear forces. avalable as product type for element slabs (-ES) avalable as custom desgn also for balcony sde nsulaton thckness 0 mm / 0 mm page NEW! NEW! HIT-HP ZVX / HIT-SP ZVX Transfers shear forces only nsulaton thckness 0 mm / 0 mm page NEW! HIT-HP ZVX / HIT-SP ZVX wthout CSB Transfers shear forces only for unrestraned smply supported connectons, e.g. for loggas nsulaton thckness 0 mm / 0 mm page further types see followng pages 0 HALFEN HIT.-E

8 HALFEN HIT INSULATED CONNECTION Product Overvew Thermally nsulated connectons HIT-ZDX wthout CSB Smply-supported balcony slabs on columns HIT-±BQ HIT-ZDX Contnuous slabs HIT-DD HIT-HT HIT-MVX HIT-DD Absorpton of horzontal forces HIT-HP ZDX / HIT-SP ZDX Transfers postve and negatve shear forces nsulaton thckness 0 mm / 0 mm page NEW! HIT-HP ZDX / HIT-SP ZDX wthout CSB Transfers shear forces only for unrestraned smply supported connectons nsulaton thckness 0 mm / 0 mm page NEW! HIT-HP DD / HIT-SP DD Transfers postve and negatve bendng moments and shear forces nsulaton thckness 0 mm / 0 mm page HIT-HP HT / HIT-SP HT Absorbs horzontal forces parallel and/ or perpendcular to the nsulaton lne nsulaton thckness 0 mm / 0 mm page HIT-EQ HIT-MVX Applcaton: Earthquake Engneerng HIT-HP EQ / HIT-SP EQ For transfer of planned horzontal loads and lftng moments perpendcular to the nsulaton lne nsulaton thckness 0 mm / 0 mm page 9 NEW! 0 HALFEN HIT.-E

9 HALFEN HIT INSULATED CONNECTION Product Overvew Thermally nsulated connectons Parapets and corbels Insulaton jont usng HIT-FK HIT-AT Parapet HIT-FT HIT-FT HIT-FT Shear walls and beams HIT-ST Beam HIT-ST Insulaton jont usng HIT-FK Corbelled parapet Shear wall Insulaton jont usng HIT-FK Corbel HIT-OTX In-stu thermal nsulaton HIT-ST Beam In-stu thermal nsulaton HIT-ST Shear wall Corbel Beam External shear wall Parapet Corbelled parapet Shear wall Internal shear wall HIT-HP AT / HIT-SP AT Forms a thermal barrer between parapet and man slab for selectve use. Unt spacng based on structural requrements. nsulaton thckness 0 mm / 0 mm page 9 HIT-HP FT / HIT-SP FT Forms a thermal barrer between corbelled parapet and man slab for selectve use. Unt spacng based on structural requrements. nsulaton thckness 0 mm / 0 mm page 0 HIT-HP OTX / HIT-SP OTX Forms a thermal barrer between corbel and man slab for selectve use. Unt spacng based on structural requrements. nsulaton thckness 0 mm / 0 mm page 09 HIT-HP FK / HIT-SP FK: Fllers for nsulaton of the jont between balcony and man slab. Insulaton thckness 0 mm / 0 mm page HIT-ST Insulaton for cantlevered beams. Transfers hgh bendng moments and shear forces n selected areas. nsulaton thckness 0 mm page 0 HIT-WT Insulaton for storey-hgh, cantlevered shear walls. Transfers bendng moments and shear forces n selected areas manly n vertcal drecton nsulaton thckness 0 mm page 0 Buldng physcs, techncal nformaton Informaton on: thermal nsulaton, fre protecton and nose reducton / plannng ad / HALFEN desgn software page 0 HALFEN HIT.-E 9

10 HALFEN HIT INSULATED CONNECTION HIGH & SUPERIOR PERFORMANCE Materal Specfcaton and Test Certfcates Materal specfcaton Tenson bars Shear bars Compresson shear bearngs Techncal Approvals HIT-HP/SP MVX HIT-HP/SP ZVX and ZDX HIT-HP/SP MVX HIT-HP/SP ZVX and ZDX HIT-HP/SP DD Type Test Type-tested by the LGA Landesgewerbeanstalt Bayern Certfcaton Passve House Insttute Flash butt welded bar connecton, consstng of a combnaton of two renforcng steel bars B00B accordng to DIN and a stanless bar steel of strength class S 90 Stanless bar steel of strength B00NR or flash butt welded bars connecton, consstng of a combnaton of stanless bar steel B00NR and renforcng steel bars B00B Hgh-performance mortar wth ncreased compressve and tensle strength as well as optmzed thermal conductvty Casngs Rgd PVC accordng to EN ISO Insulatng materal Connectng components Concrete Suted for concrete strengths C0/ On-ste renforcement Renforcng steel B00 Test certfcates Mneral wool (WLG 0) of Buldng Materal Class A, non-flammable nsulaton accordng to DIN 0- or Euro Class A accordng to EN 0- EOTA: ETA-/0 ncludng fre protecton, thermal values and nose reducton DoP no. H0-/0 DIBT Berln: Approval no. Z-.-9 DIBT Berln: Approval no. Z-.- DIBT Berln: Approval no. Z-.-09 Test-no. S-WUE/00 Certfcaton vald for slab thckness from 0 mm to 0 mm ΔL n,w Techncal approved values E O T A approved Techncal values E O Natonal Techncal Approval values T A European Technchal Approval ETA - /0 0-CPD--9- (A) 0-CPD--9- (P) Buldng physcs, Approvals and type tests on the nternet The approvals and type tests can be found at Or smply scan the code and then select the document to download a PDF fle. 0 0 HALFEN HIT.-E

11 HALFEN HIT INSULATED CONNECTION HIGH & SUPERIOR PERFORMANCE HIT-HP MVX, HIT-SP MVX Symmetrcal balcony connecton for cantlevered balcony slabs Transfers bendng moments and postve and negatve shear forces HIT-HP MVX Hgh Performance wth 0 mm nsulaton thckness HIT-SP MVX Superor Performance wth 0 mm nsulaton thckness Both types are also avalable as mult-part desgn (-ES) for element slabs. HIT-MVX Applcaton: Cantlevered balcony Content Type Page The bascs of load bearng capacty HIT-HP MVX, HIT-SP MVX Product types / Load range HIT-HP MVX, HIT-SP MVX Load bearng capacty values HIT-HP MVX, HIT-SP MVX Product type for element slabs HIT-HP MVX-ES, HIT-SP MVX-ES 9 Elements for cantlevered corner balcones HIT-HP COR, HIT-SP COR On-ste connectng renforcement, nstallaton dagram Camber 9 CSB REI 0 type-tested 0 HALFEN HIT.-E

12 - HP - SP - MVX - ZVX - ZDX - DD ahl ä e of on A ug N te C CS SB] za N n e nt hö he g [cm n b n [ ] Bemessungswert sungs de er Wär meletfähgket etfä g des Wärmedämmstoff offs ffs: Desgn value for the thermal conductvty of the nsulaton n materal: Be m] = 0,0 W/(m K) Produktgruppe Typ Anschluss Typ Anzahl Zugstäbe Anzahl CSB Elementhöhe [cm] Elementbrete [cm] Betondeckung [mm] Type Load type Number of tenson bars Number of compresson shear bearngs Element heght [cm] Element wdth [cm] Concrete cover [mm] Ø Ø Balkon Ø Ø Balkon Decke Balkon Decke Balkon Decke Decke Enbau der bausetgen Bewehrung. Installaton of on-ste re nfo rc ement. Bausetge Bewehrung nach Angaben des Tragw erksplaners. Renfo rc ement for all concre te elements accord ng to structural r engneer s sp ecfcaton. Enbau des HIT-Elemen tes von oben. Deses Element st symmetrsch. Installaton of HIT unt fr om top. Th e unt s symmetrcal. Verrödeln der Zugstäbe des Elementes mt der bausetgen Bewehrung. Fxng of HIT tenson bars to on-s te ren fo rc ement usng tyng wre. Enbrngen des Betons. Pourng the concre te. Bem Betoneren auf glechmäßges Füllen und Verdchten achten. When pourn g the concre te check that t s poured evenly and well compacted. HALFEN GmbH 0-CPD--9-(A) 0-CPD--9- (P) ETA -/0 DoP No. H0-/0 Load bearng thermal nsulaton element HALFEN Iso ElemenT ns. mat.=0.0 W/(mK) CE-Kennzechen gültg für: n CSB/TB St./m CE markng s vald for: n CSB/TB tems per metre R Bauaufschtlch zugelassen Offcally approved DIBt, Berln Z-.-9 Wärmedämmender Plattenanschluss HALFEN HIT INSULATED CONNECTION HIGH & SUPERIOR PERFORMANCE Bascs on Load Bearng Capacty Load bearng behavour of the HIT-MVX Our latest development: Symmetrcal HIT Elements The statc system of the HIT-MVX Elements s made of standard tenson rods n renforcement steel and stanless steel and the nnovatve CSB-bearng wth hgh densty fbre-renforced hgh performance mortar. CSB s an abbrevaton of Compresson-Shear-Bearng and descrbes ts unque functon; the smultaneous transmsson of shear and compresson loads. Our latest nnovaton s the double-symmetrcal CSB for transmttng shear loads n both drectons. In combnaton wth the tenson rods these make up the symmetrcal HIT-HP MVX whch has 0 mm nsulaton thckness and the HIT-SP MVX wth 0 mm nsulaton thckness. These elements are sutable for moments as well as postve and negatve shear loads. Wth the double-symmetrcal CSB the HIT-MVX Insulated connectons are symmetrcal and can be nstalled ndependently of the man slab or the balcony drecton. Relable nstallaton wth symmetrcal HIT-MVX Elements The HIT connecton s desgned for practcal buldng requrements. All support elements are suffcently secured n the sturdy plastc housng to ensure safe delvery, transport and easy on-ste handlng. In addton, the thermal nsulaton s optmally protected aganst mechancal damage and water. The symmetrcal HIT-MVX element s easly nstalled from above n the prepared formwork. Relable nstallaton wth symmetrcal HIT-MVX Elements The arrow markng defnng the nstallaton drecton wll contnue to be dsplayed on all HIT Elements; ncludng the double-symmetrcal HIT-MVX-Type. Ths s to contnue to ensure an effcent nstallaton. If on nspecton, t s found that the nstallaton drecton shown on the element has been overlooked, the new symmetrcal desgn of the HIT Elements has a dstnct advantage: The HIT Element s desgned for the same loads and moments n both drectons therefore the HIT Elements can stay n-stu for further nstallaton. V V Rd, Oben O symmetrsch sch symmetrcal Top HALFE EN HIT ISO-ELE LEM EMENT Typ HIT Type HIT mm 0 mm Elementhöhe No. of CSB Anzahl CSB Anzah Element [n CSB] of heght Zugstä äbe No. tenson [cm] bars s Z Elemen ntbrete B Element wdth B [cm] Betondeckung Concrete cover [mm] HIT- HPMVX HIT- SPMVX Bestellbespel Orderng example HIT-HP MVX Load characterstcs of the HIT Elements If t s not planned to fully exploted the maxmum shear capacty V Rd,, the CSB-technology allows the opton of ncreasng the moment load capacty usng M Rd,. M Rd, s the maxmum moment load capacty wth the respectve shear resstance V Rd,. Ths structural behavour s taken nto account n our HALFEN HIT-calculaton software. The software selects the optmum load range for the HIT Elements for each current load-combnaton. The software s avalable n the download secton on the HALFEN web page. The CSB technology allows safe and approval conform transfer of shear loads up to 9 kn per metre n man slab thcknesses from 0 mm and larger. To ensure ths hgh shear capacty n the planned applcaton as a cantlevered slab connecton, the followng load/moment rato must be observed: M Ed V Ed 0.m M Ed V Ed K09 0. m HIT-HP/SP MVX - 0/ V Rd, precse verfcaton Smplfed calculaton usng lnear nterpolaton Illustraton: Moment-shear load- Inter acton n cantleved slab connectons, type HIT-MVX M Rd, M Rd, M 0 HALFEN HIT.-E

13 HALFEN HIT INSULATED CONNECTION HIGH & SUPERIOR PERFORMANCE HIT-HP MVX, HIT-SP MVX Product types Load range The respectve load range results from the correspondng combnaton of TB- (tenson bar) and CSB- (compresson shear bearngs) Box. The combnatons of TB- and CSB-Box llustrated n the followng table are avalable as standard. Possble combnatons of upper and lower parts No. of tenson bars n TB Element wdth B = cm Number of compresson shear bearngs n CSB No. of tenson bars n TB Element wdth B = 0 cm 9 Number of compresson shear bearngs n CSB Element wdth B = 00 cm Number of compresson shear bearngs n CSB Orderng example HIT- HP MVX HIT- HP MVX HIT- SP MVX ES Avalable slab thckness h No. of tenson bars n TB = HP and SP Values for load bearng capactes for selected elements see pages. The complete, type-tested load class range for concrete grades C0/, C/0 and C0/ can be downloaded at Type desgnaton Product group Jont spacng 0 mm (HP) or 0 mm (SP) Connecton type Number of tenson bars Number of CSB compresson shear unts Element heght [cm] Element wdth [cm] Concrete cover (top) [mm] For element slab desgn only HIT Custom solutons Our techncal support team s avalable to provde support n your project wth custom solutons usng HALFEN HIT Insulated connectons. Contact: see nsde back cover Concrete cover [mm] Concrete cover [mm] Avalable slab thckness h [cm] 0 HALFEN HIT.-E

14 HALFEN HIT INSULATED CONNECTION HIGH PERFORMANCE HIT-HP MVX Load bearng capacty values v Rd, / m Rd, accordng to EN 99-- (EC) Type / Element wdth Shear capacty ± v Rd Moment bearng capacty m Rd On-ste renforcement A s,req Concrete strength: C0/ C/0 B =.00 m HP MVX-00 HP MVX-00 HP MVX-00 HP MVX-00 HP MVX-00 B = 0.0 m HP MVX-00 B = 0. m Desgn values v Rd [kn/m] B =.00 m HP MVX-00 HP MVX-00 HP MVX-00 HP MVX-00 HP MV-00 Type / Element wdth B = 0.0 m HP MVX-00 B = 0. m Concrete cover [mm] Desgn values m Rd [knm/m] for slab thckness [mm] > 0 Load bearng capacty values for further types (e. g. for h > 0 mm, C0/, v Rd, and m Rd, ) can be found n the type tests at or on request. See nsde back cover for contact nformaton. 0 Edge frame drect support / cm Suspenson renforcement ndrect support / cm / 9. cm /. cm / cm All necessary verfcatons have already been consdered. Connectng elements must be verfed by the planner. HALFEN HIT software s avalable at to calculate connectons for balcony projects. 0 HALFEN HIT.-E

15 HALFEN HIT INSULATED CONNECTION HIGH PERFORMANCE HIT-HP MVX Load bearng capacty values v Rd, / m Rd, accordng to EN 99-- (EC) Type / Element wdth Shear capacty ± v Rd Moment bearng capacty m Rd On-ste renforcement A s,req Edge frame drect support / cm All necessary verfcatons have already been consdered. Connectng elements must be verfed by the planner. Concrete strength: C0/ C/0 B =,00.00 m HP HP MVX-00 MVX-00 HP MVX-00 HP MVX-00HP MVX-00HP MVX-00 HP MVX-00 HP HP MVX-00 MVX-00 B = 0,0 0.0 m HP MVX-00 HP MVX-00 HP MVX-00 HP MVX-00 B = 0, 0. m HP MVX-00 Desgn values v Rd [kn/m] B =.00 m HP MVX-00 HP MVX-00 HP MVX-00 HP MVX-00 HP MVX-00 Type / Element wdth B = 0.0 m HP MVX-00 HP MVX-00 HP MVX-00 B = 0. m HP MVX-00 Concrete cover [mm] Desgn values m Rd [knm/m] for slab thckness [mm] > 0 Load bearng capacty values for further types (e. g. for h > 0 mm, C0/, v Rd, and m Rd, ) can be found n the type tests at or on request. See nsde back cover for contact nformaton. Suspenson renforcement ndrect support / cm /. cm / cm /. cm HALFEN HIT software s avalable at to calculate connectons for balcony projects. 0 0 HALFEN HIT.-E

16 HALFEN HIT INSULATED CONNECTION HIGH PERFORMANCE HIT-HP MVX Load bearng capacty values v Rd, / m Rd, accordng to EN 99-- (EC) Type / Element wdth Shear capacty ± v Rd Moment bearng capacty m Rd On-ste renforcement A s,req Concrete strength: C0/ C/0 B =.00 m HP MVX-00 HP MVX-00 HP MVX-00 HP MVX-00 HP MVX-00 B = 0.0 m HP MVX-00 B = 0. m HP MVX-00 Desgn values v Rd [kn/m] B =.00 m HP MVX-00 HP MVX-00 HP MVX-00 HP MVX-00 HP MVX-00 Type / Element wdth B = 0.0 m HP MVX-00 B = 0. m HP MVX-00 Concrete cover [mm] Desgn values m Rd [knm/m] for slab thckness [mm] > 0 Load bearng capacty values for further types (e. g. for h > 0 mm, C0/, v Rd, and m Rd, ) can be found n the type tests at or on request. See nsde back cover for contact nformaton. 0 Edge frame drect support / cm Suspenson renforcement ndrect support /. cm / 9. cm / 9 cm /. cm All necessary verfcatons have already been consdered. Connectng elements must be verfed by the planner. HALFEN HIT software s avalable at to calculate connectons for balcony projects. 0 HALFEN HIT.-E

17 HALFEN HIT INSULATED CONNECTION HIGH PERFORMANCE HIT-HP MVX Load bearng capacty values v Rd, / m Rd, accordng to EN 99-- (EC) Type / Element wdth Shear capacty ± v Rd Moment bearng capacty m Rd All necessary verfcatons have already been consdered. Connectng elements must be verfed by the planner. Concrete strength: C0/ C/0 B =.00 m HP MVX-00 HP MVX-00 HP MVX-00 HP MVX-00 HP MVX-090 B = 0.0 m HP MVX-00 HP MVX-00 B = 0. m Desgn values v Rd [kn/m] B =.00 m HP MVX-00 HP MVX-00 HP MVX-00 HP MVX-00 HP MVX-090 Type / Element wdth B = 0.0 m HP MVX-00 HP MVX-00 B = 0. m Concrete cover [mm] Desgn values m Rd [knm/m] for slab thckness [mm] > 0 Load bearng capacty values for further types (e. g. for h > 0 mm, C0/, v Rd, and m Rd, ) can be found n the type tests at or on request. See nsde back cover for contact nformaton. Edge frame drect support / cm Suspenson renforcement ndrect support /, cm / cm /. cm On-ste renforcement A s,req HALFEN HIT software s avalable at to calculate connectons for balcony projects. 0 0 HALFEN HIT.-E

18 HALFEN HIT INSULATED CONNECTION HIGH PERFORMANCE HIT-HP MVX Load bearng capacty values v Rd, / m Rd, accordng to EN 99-- (EC) Type / Element wdth Shear capacty ± v Rd Moment bearng capacty m Rd Concrete strength: C0/ C/0 B =.00 m HP MVX-00 HP MVX-0 HP MVX-00 HP MVX-00 HP MVX-00 B = 0.0 m HP MVX-00 B = 0. m Desgn values v Rd [kn/m] B =.00 m HP MVX-00 HP MVX-0 HP MVX-00 HP MVX-00 HP MVX-00 Type / Element wdth B = 0.0 m HP MVX-00 B = 0. m Concrete cover [mm] Desgn values m Rd [knm/m] for slab thckness [mm] > 0 On-ste renforcement A s,req Load bearng capacty values for further types (e. g. for h > 0 mm, C0/, v Rd, and m Rd, ) can be found n the type tests at or on request. See nsde back cover for contact nformaton. 0 Edge frame drect support / cm Suspenson renforcement ndrect support / cm /. cm / cm All necessary verfcatons have already been consdered. Connectng elements must be verfed by the planner. HALFEN HIT software s avalable at to calculate connectons for balcony projects. 0 HALFEN HIT.-E

19 HALFEN HIT INSULATED CONNECTION HIGH PERFORMANCE HIT-HP MVX Load bearng capacty values v Rd, / m Rd, accordng to EN 99-- (EC) Type / Element wdth Shear capacty ± v Rd Moment bearng capacty m Rd All necessary verfcatons have already been consdered. Connectng elements must be verfed by the planner. Concrete strength: C0/ C/0 B =.00 m HP MVX-00 HP MVX-090 HP MVX-00 HP MVX-0 HP MVX-0 B = 0.0 m B = 0. m Desgn values v Rd [kn/m].0.0 B =.00 m HP MVX-00 HP MVX-090 HP MVX-00 HP MVX-0 HP MVX-0 Type / Element wdth B = 0.0 m B = 0. m Concrete cover [mm] Desgn values m Rd [knm/m] for slab thckness [mm] > 0 Load bearng capacty values for further types (e. g. for h > 0 mm, C0/, v Rd, and m Rd, ) can be found n the type tests at or on request. See nsde back cover for contact nformaton. Edge frame drect support / cm /. cm /. cm /. cm Suspenson renforcement ndrect support /. cm / cm /. cm On-ste renforcement A s,req HALFEN HIT software s avalable at to calculate connectons for balcony projects. 0 0 HALFEN HIT.-E 9

20 HALFEN HIT INSULATED CONNECTION HIGH PERFORMANCE HIT-HP MVX Load bearng capacty values v Rd, / m Rd, accordng to EN 99-- (EC) Type / Element wdth Shear capacty ± v Rd Moment bearng capacty m Rd Concrete strength: C0/ C/0 B =.00 m HP MVX-00 HP MVX-00 HP MVX-00 HP MVX-00 HP MVX-090 B = 0.0 m HP MVX-00 HP MVX-00 B = 0. m HP MVX-00 Desgn values v Rd [kn/m].0.0 B =.00 m HP MVX-00 HP MVX-00 HP MVX-00 HP MVX-00 HP MVX-090 Type / Element wdth B = 0.0 m HP MVX-00 HP MVX-00 B = 0. m HP MVX-00 Concrete cover [mm] Desgn values m Rd [knm/m] for slab thckness [mm] > 0 On-ste renforcement A s,req Load bearng capacty values for further types (e. g. for h > 0 mm, C0/, v Rd, and m Rd, ) can be found n the type tests at or on request. See nsde back cover for contact nformaton. 0 Edge frame drect support / cm /. cm Suspenson renforcement ndrect support / cm /. cm / cm All necessary verfcatons have already been consdered. Connectng elements must be verfed by the planner. HALFEN HIT software s avalable at to calculate connectons for balcony projects. 0 0 HALFEN HIT.-E

21 HALFEN HIT INSULATED CONNECTION HIGH PERFORMANCE HIT-HP MVX Load bearng capacty values v Rd, / m Rd, accordng to EN 99-- (EC) Type / Element wdth Shear capacty ± v Rd Moment bearng capacty m Rd All necessary verfcatons have already been consdered. Connectng elements must be verfed by the planner. Concrete strength: C0/ C/0 B =.00 m HP MVX-00 HP MVX-0 HP MVX-0 HP MVX-0 HP MVX-09 B = 0.0 m HP MVX-00 HP MVX-00 B = 0. m HP MVX-00 Desgn values v Rd [kn/m] B =.00 m HP MVX-00 HP MVX-0 HP MVX-0 HP MVX-0 HP MVX-09 Type / Element wdth B = 0.0 m HP MVX-00 HP MVX-00 B = 0. m HP MVX-00 Concrete cover [mm] Desgn values m Rd [knm/m] for slab thckness [mm] > 0 On-ste renforcement A s,req Load bearng capacty values for further types (e. g. for h > 0 mm, C0/, v Rd, and m Rd, ) can be found n the type tests at or on request. See nsde back cover for contact nformaton. Edge frame drect support /. cm /. cm / cm / 0. cm / 9. cm Suspenson renforcement ndrect support / cm /. cm / 0. cm HALFEN HIT software s avalable at to calculate connectons for balcony projects. 0 0 HALFEN HIT.-E

22 HALFEN HIT INSULATED CONNECTION HIGH PERFORMANCE HIT-HP MVX Load bearng capacty values v Rd, / m Rd, accordng to EN 99-- (EC) Type / Element wdth Shear capacty ± v Rd Moment bearng capacty m Rd Concrete strength: C0/ C/0 B =.00 m HP MVX-09 HP MVX-0 HP MVX-0* HP MVX-0 HP MVX-* B = 0.0 m HP MVX-00 HP MVX-090* B = 0. m Desgn values v Rd [kn/m] B =.00 m HP MVX-09 HP MVX-0 HP MVX-0* HP MVX-0 HP MVX-* Type / Element wdth B = 0.0 m HP MVX-00 HP MVX-090* B = 0. m Concrete cover [mm] Desgn values m Rd [knm/m] for slab thckness [mm] > 0 On-ste renforcement A s,req Load bearng capacty values for further types (e. g. for h > 0 mm, C0/, v Rd, and m Rd, ) can be found n the type tests at or on request. See nsde back cover for contact nformaton. 0 *Load bearng capacty values for v Rd, and m Rd, Edge frame drect support /. cm / 9 cm /. cm / 9 cm /. cm Suspenson renforcement ndrect support / 0. cm / 9 cm / 9. cm / 9 cm All necessary verfcatons have already been consdered. Connectng elements must be verfed by the planner. HALFEN HIT software s avalable at to calculate connectons for balcony projects. 0 HALFEN HIT.-E

23 HALFEN HIT INSULATED CONNECTION HIGH PERFORMANCE HIT-HP MVX Load bearng capacty values v Rd, / m Rd, accordng to EN 99-- (EC) Type / Element wdth Shear capacty ± v Rd Moment bearng capacty m Rd All necessary verfcatons have already been consdered. Connectng elements must be verfed by the planner. Concrete strength: C0/ C/0 B =.00 m HP MVX- HP MVX- HP MVX- HP MVX- HP MVX- B = 0.0 m B = 0. m Desgn values v Rd [kn/m] B =.00 m HP MVX- HP MVX- HP MVX- HP MVX- HP MVX- Type / Element wdth B = 0.0 m B = 0. m Concrete cover [mm] Desgn values m Rd [knm/m] for slab thckness [mm] > 0 On-ste renforcement A s,req Load bearng capacty values for further types (e. g. for h > 0 mm, C0/, v Rd, and m Rd, ) can be found n the type tests at or on request. See nsde back cover for contact nformaton. Edge frame drect support / cm /. cm /. cm / cm / cm Suspenson renforcement ndrect support / 9 cm /. cm HALFEN HIT software s avalable at to calculate connectons for balcony projects. 0 0 HALFEN HIT.-E

24 HALFEN HIT INSULATED CONNECTION SUPERIOR PERFORMANCE HIT-SP MVX Load bearng capacty values v Rd, / m Rd, accordng to EN 99-- (EC) Type / Element wdth Shear capacty ± v Rd Moment bearng capacty m Rd On-ste renforcement A s,req Concrete strength: C0/ C/0 B =.00 m SP MVX-00 SP MVX-00 SP MVX-00 SP MVX-00 SP MVX-00 B = 0.0 m SP MVX-00 B = 0. m Desgn values v Rd [kn/m] B =.00 m SP MVX-00 SP MVX-00 SP MVX-00 SP MVX-00 SP MVX-00 Type / Element wdth B = 0.0 m SP MVX-00 B = 0. m Concrete cover [mm] Desgn values m Rd [knm/m] for slab thckness [mm] > 0 Load bearng capacty values for further types (e. g. for h > 0 mm, C0/, v Rd, and m Rd, ) can be found n the type tests at or on request. See nsde back cover for contact nformaton. 0 Edge frame drect support / cm Suspenson renforcement ndrect support / cm /. cm / cm / cm All necessary verfcatons have already been consdered. Connectng elements must be verfed by the planner. HALFEN HIT software s avalable at to calculate connectons for balcony projects. 0 HALFEN HIT.-E

25 HALFEN HIT INSULATED CONNECTION SUPERIOR PERFORMANCE HIT-SP MVX Load bearng capacty values v Rd, / m Rd, accordng to EN 99-- (EC) Type / Element wdth Shear capacty ± v Rd Moment bearng capacty m Rd On-ste renforcement A s,req Edge frame drect support / cm All necessary verfcatons have already been consdered. Connectng elements must be verfed by the planner. Concrete strength: C0/ C/0 B =.00 m SP MV-00 SP MV-00 SP MV-00 SP MV-00 SP MV-00 B = 0.0 m SP MV-00 SP MV-00 B = 0. m SP MV-00 Desgn values v Rd [kn/m] ,0 B =.00 m SP MV-00 SP MV-00 SP MV-00 SP MV-00 SP MV-00 Type / Element wdth B = 0.0 m SP MV-00 SP MV-00 B = 0. m SP MV-00 Concrete cover [mm] Desgn values m Rd [knm/m] for slab thckness [mm] Suspenson renforcement ndrect support /. cm / cm /. cm > 0 Load bearng capacty values for further types (e. g. for h > 0 mm, C0/, v Rd, and m Rd, ) can be found n the type tests at or on request. See nsde back cover for contact nformaton. HALFEN HIT software s avalable at to calculate connectons for balcony projects. 0 0 HALFEN HIT.-E

26 HALFEN HIT INSULATED CONNECTION SUPERIOR PERFORMANCE HIT-SP MVX Load bearng capacty values v Rd, / m Rd, accordng to EN 99-- (EC) Type / Element wdth Shear capacty ± v Rd Moment bearng capacty m Rd On-ste renforcement A s,req Concrete strength: C0/ C/0 B =.00 m SP MVX-00 SP MVX-090 SP MVX-00 SP MV-090 SP MV-00 B = 0.0 m SP MVX-00 B = 0. m Desgn values v Rd [kn/m] B =.00 m SP MVX-00 SP MVX-090 SP MVX-00 SP MV-090 SP MV-00 Type / Element wdth B = 0.0 m SP MVX-00 B = 0. m Concrete cover [mm] Desgn values m Rd [knm/m] for slab thckness [mm] > 0 Load bearng capacty values for further types (e. g. for h > 0 mm, C0/, v Rd, and m Rd, ) can be found n the type tests at or on request. See nsde back cover for contact nformaton. 0 Edge frame drect support / cm /. cm Suspenson renforcement ndrect support /. cm /. cm / cm /. cm /. cm All necessary verfcatons have already been consdered. Connectng elements must be verfed by the planner. HALFEN HIT software s avalable at to calculate connectons for balcony projects. 0 HALFEN HIT.-E

27 HALFEN HIT INSULATED CONNECTION SUPERIOR PERFORMANCE HIT-SP MVX Load bearng capacty values v Rd, / m Rd, accordng to EN 99-- (EC) Type / Element wdth Shear capacty ± v Rd Moment bearng capacty m Rd On-ste renforcement A s,req All necessary verfcatons have already been consdered. Connectng elements must be verfed by the planner. Concrete strength: C0/ C/0 B =.00 m SP MVX-0 SP MV-0 SP MVX-09 SP MVX-0 SP MVX- B = 0.0 m SP MV-00 B = 0. m SP MV-00 Desgn values v Rd [kn/m] B =.00 m SP MVX-0 SP MV-0 SP MVX-09 SP MVX-0 SP MVX- Type / Element wdth B = 0.0 m SP MV-00 B = 0. m SP MV-00 Concrete cover [mm] Desgn values m Rd [knm/m] for slab thckness [mm] > 0 Load bearng capacty values for further types (e. g. for h > 0 mm, C0/, v Rd, and m Rd, ) can be found n the type tests at or on request. See nsde back cover for contact nformaton. Edge frame drect support /. cm / cm / 9. cm / 9 cm /. cm Suspenson renforcement ndrect support / cm /. cm / 0. cm / 0 cm / 9. cm HALFEN HIT software s avalable at to calculate connectons for balcony projects. 0 0 HALFEN HIT.-E

28 HALFEN HIT INSULATED CONNECTION HIGH & SUPERIOR PERFORMANCE HIT-HP MVX, HIT-SP MVX Product descrpton Cross-sectons HIT-HP MVX Hgh Performance HIT-SP MVX Superor Performance Tenson bars mm / 0. mm n the jont Double-symmetrcal Compresson shear bearngs CSB Tenson bar box Compresson shear bearngs box Product descrpton Top vew (examples) The layout of the tenson bars and the CSB has been optmzed when cuttng the element to sze s requred. Wth an even number of support elements these are grouped n sectons; ths smplfes cuttng the elements. HIT-HP/SP - MVX HIT-HP/SP - MVX HIT-HP/SP - MVX cut n two equal parts cut n four equal parts 0 h 0 0 h 0 Dmensons n [mm] cv,tb = 0 / / 0 c v,tb = 0 / / 0 0 / 0 l TB = 0 0 l TB = HIT-HP/SP - MVX HIT-HP/SP - MVX cut n equal parts For a top vew of other unts wth dmensons please refer to the relevant type test. 0 / 0 TB-Box CSB-Box TB-Box CSB-Box HALFEN HIT.-E

29 HALFEN HIT INSULATED CONNECTION HIGH & SUPERIOR PERFORMANCE HIT-HP MVX-ES, HIT-SP MVX-ES Applcaton for element slabs Cross sectons HIT-HP MVX-ES Hgh Performance mult-part desgn for element slabs See tables on pages to for load bearng capactes 0 h 0 0 h 0 cv,tb = 0 / / 0 Dmensons n [mm] Tenson bars mm / 0. mm n the jont Double-symmetrcal Compresson shear bearngs CSB Tenson bar box h = 0 mm wth c v 0/ mm h = 0 mm wth c v 0 mm c v,tb = 0 / / 0 Dmensons n [mm] l TB = 0 0 HIT-SP MV-ES Superor Performance mult-part desgn for element slabs See pages from for load bearng capactes tables Dstance box as heght compensaton h = 0 mm and hgher ( see page 0) Compresson shear bearngs box h = 0 mm l TB = 0 0 TB-Box D-Box CSB-Box TB-Box D-Box CSB-Box Tenson bars mm / 0. mm n the jont Double-symmetrcal Compresson shear bearngs CSB Tenson bar box h = 0 mm wth c v 0/ mm h = 0 mm wth c v 0 mm Dstance box as heght compensaton h = 0 mm and hgher ( see page 0) Compresson shear bearngs box h = 0 mm 0 HALFEN HIT.-E 9

30 HALFEN HIT INSULATED CONNECTION HIGH & SUPERIOR PERFORMANCE HIT-HP MVX-ES, HIT-SP MVX-ES Orderng example Mult-part desgn upper part + centre part + base part (HIT-HP MVX-ES) HIT- HP M_ Pressure jonts n element slabs 0cm - 0 _ TB HIT- HP DB HIT- HP _ VX - _ CSB HIT- HP MVX ES Type desgnaton Product group Jont spacng 0 mm (HP) or 0 mm (SP) Connecton type Number of tenson bars Number of compresson shear unts CSB Heght TB-Box [mm] c v = 0/ 0 c v = 0 0 Heght D-Box [mm] Element heght [cm] Element wdth [cm] Concrete cover (top) [mm] For element slab desgn only Slab heght c v = 0/ c v = Typcal connectons for HIT-HP/SP MVX wth element slabs wth a structural cast-n-place concrete layer 0cm Tenson bar box Dstance box Compresson shear bearngs box Heght CSB-Box [mm] 0cm upper part TB-Box centre part D-Box base part CSB-Box Slab heght c v = 0/ c v = To create a postve connecton a total dstance of at least 0 cm between nsulaton element and precast unt has to be mantaned. Detaled nformaton for renforcement layout can be found n approvals ETA-/0 and Z-.-9. The approvals are avalable for download at HALFEN HIT.-E

31 HALFEN INSULATED CONNECTION HIGH & SUPERIOR PERFORMANCE HIT-HP MVX-COR, HIT-SP MVX-COR Symmetrcal connecton for cantlevered corner balcony slabs Transfer of bendng moments as well as postve and negatve shear forces HIT-HP MVX Hgh Performance wth nsulaton thckness 0 mm HIT-SP MVX Superor Performance wth nsulaton thckness 0 mm Both types are also avalable as mult-part types (-ES) for element slabs. CSB REI 0 HIT-MVX H cm Typengeprüft type-tested HIT-MVX HIT-FK-COR Corner fller HIT-MVX wth c v = 0 Applcaton example: outer corner Content Type Page Elements for corner balcones HIT-HP COR, HIT-SP COR Cantlever lengths, usablty On-ste connectng renforcement, nstallaton dagram Jont spacngs and edge dstances Camber 9 0 HALFEN HIT.-E

32 HALFEN HIT INSULATED CONNECTION HIGH & SUPERIOR PERFORMANCE HIT-HP MVX-COR, HIT-SP MVX-COR Elements for corner balcones In addton to the type-tested connectons a corner stuaton may be constructed (takng the occurrng moments and the postve and negatve shear forces nto account) usng HIT-HP MVX or HIT-SP MVX standard elements n 0. m or.0 m lengths. Example Type / Element wdth B = 0 cm or 00 cm Corner fller HIT-MVX Standard element, st layer renforcement (c v = 0 mm mm) HIT-MVX Standard element, nd layer renforcement (c v = 0 mm) Exemplary load bearng capacty values HIT-HP MVX COR Shear capacty ± v Rd Moment bearng capacty m Rd 00 (0) nd Layer HIT Insulated connecton (type MVX) Concrete strength: C0/ C/0 B =.00 m HP MVX-00 HP MVX-00 HP MVX-00 HP MVX-00 HP MVX-090 B = 0.0 m HP MVX-00 HP MVX-00 B = 0. m Desgn values v Rd [kn/m] Corner fller Internal dmenson: cm H cm HIT-HP FK COR - ES HIT-HP MVX HIT-HP MVX B =.00 m HP MVX-00 HP MVX-00 HP MVX-00 HP MVX-00 HP MVX-090 Type / Element wdth B = 0.0 m HP MVX-00 HP MVX-00 B = 0. m Concrete cover [mm] 0 0 Desgn values m Rd [knm/m] for slab thckness [mm] All load bearng capacty values and connectng renforcement pages (value c v = 0 mm s decsve) 00 (0) st Layer HIT Insulated connecton (type MVX) 0 0 Type desgnaton Product group Element heght [cm] Jont spacng 0 mm (HP) Element wdth [cm] or 0 mm (SP) Concrete cover (top) [mm] Connecton type For corner applcaton only Number of tenson bars For element slab desgn only Number of double symmetrcal CSB 0 0 HALFEN HIT.-E

33 HALFEN HIT INSULATED CONNECTION HIGH & SUPERIOR PERFORMANCE HIT-HP MVX, HIT-SP MVX Span-to-depth rato The maxmum cantlever lengths max. l k [m] are shown n the table below; these are based on EN 99-- (EC). The cantlever length l k should be calculated as shown n the dagram below. Interm values have to be nterpolated. Maxmum cantlever length l k [m] Concrete cover [cm] Cantlever slab Connectng renforcement No. of tenson bars n TB/ m Slab thckness h [cm] of concrete slab 9 0 c v = c v = c v = a s,tb [cm ] L () Support l k = Cantlever length [m] b = Support wdth [cm] Varaton A: mesh Varaton B: steel bars Varaton C: combned mesh and steel bars, R A / cm,9 R A 0 / cm R A + / cm, R A 0 / cm R A + / cm, Q A 0 /, cm R A + / cm,9 0 /. cm R A + / 0 cm,9 0 / 9. cm R A + 0 /. cm 9,0 /. cm R A + 0 / cm 9 0, / cm R A + 0 / 0 cm 0, / 0 cm R A + 0 / 9 cm, / 9 cm R A + / cm, / cm R A + / cm,0 /. cm R A + / 0 cm, / cm R A + / 0 cm,0 / cm Q A + / 9. cm 0, /. cm Q A + /. cm thckness h 0 0 mm Recommendaton for on-ste renforcement (constructve selected): algned butted surfaces, a s,tb a s,overlap Refer to the gudelnes n the type test report to calculate the overlap length ls. Reducng the requred overlap length wth a rato of a s, req. / a s, actual s permssable. 0 HALFEN HIT.-E

34 HALFEN HIT INSULATED CONNECTION HIGH & SUPERIOR PERFORMANCE HIT-HP MVX, HIT-SP MVX On-ste renforcement for drect and ndrect support Longtudnal secton Renforcement detal c v 0 C0/ C0/ c v 0 Legend: Secton / Renforcement detal Tenson bar Double-symmetrcal CSB Horzontal transverse tensle renforcement A s,h mn. Vertcal tensle splttng renforcement A s,v mn. /, see also pages Vertcal tensle splttng renforcement A s,v mn. /, see also pages Support Dmensons n [mm] Strrups as end anchorage for the transverse tensle renforcement Upper connectng renforcement made of steel bars or mesh ( page ) Lower connectng renforcement made of steel bars or mesh Strrups as edge renforcement Accordng to EN 99-- and EN 99--/NA strrups need to be nstalled n the outer edge of the balcony. Indrect support For ndrect support a suspenson renforcement s placed n addton to the vertcal tensle splttng renforcement (Poston ). Please note the respectve load bearng capacty values ( pages ) 0 HALFEN HIT.-E

35 HALFEN HIT INSULATED CONNECTION HIGH & SUPERIOR PERFORMANCE HIT-HP MVX, HIT-SP MVX Installaton dagram Strrup renforcement ( Type statcs) temp. supportng structure Ø Ø Ø Ø Installaton of on-ste renforcement F>> The on-ste renforcement must be placed as specfed by the structural engneer. Installaton of the HIT Element from above The HIT-MVX Element s symmetrcal; therefore, both nstallaton drectons are correct (custom solutons may vary). 0cm Pour the concrete 0cm Ensure that the formwork s at the correct heght! Fx the HIT Tenson bars to on-ste renforcement usng tyng wre To ensure the HIT Elements are not dsplaced, pour and compact the concrete evenly. Secure the HIT Elements aganst movement. Freshly concreted balcony slab on supportng structure For further nstallaton nstructons please go to 0 HALFEN HIT.-E

36 HALFEN HIT INSULATED CONNECTION HIGH & SUPERIOR PERFORMANCE HIT-HP MVX, HIT-SP MVX Installaton dagram; precast plant U-bar renforcement accordng to the type test Upper level of element slab Formwork 0 0/0 0 [mm] HIT Element Installaton of the element slab renforcement Install the lower balcony slab renforcement ncludng lattce grder. Install the vertcal tensle splttng renforcement A s,v. Install the horzontal transverse tensle renforcement A s,h (mn. mm), f requred wth end anchorage. The on-ste renforcement must be placed as specfed by the structural engneer. Installaton of the CSB-Box The HIT-MVX Element s symmetrcal; therefore, both nstallaton drectons are correct (custom solutons may vary). Ensure all HIT Elements are securely postoned. Pour the concrete for the element slab Transport to the constructon ste Ensure elements are properly secured durng transport. Do not rest concrete element slabs on other exposed HIT Elements. Never place temporary supports under the HIT Elements! 0 HALFEN HIT.-E

37 HALFEN HIT INSULATED CONNECTION HIGH & SUPERIOR PERFORMANCE HIT-HP MVX, HIT-SP MVX Installaton dagram; constructon ste Ø Ø Strrup renforcement = Ø Ø Install the on-ste element slab renforcement The on-ste renforcement must be placed as specfed by the structural engneer. Storage and transport Ensure elements are properly secured durng transport. Do not rest concrete element slabs on exposed HIT Elements. Never place temporary supports under the HIT Elements! Install the tenson bar box CSB-Boxes and tenson bar boxes may only be connected wth each other f they are dentcally marked. Make sure the CSB-Box s supported over ts whole length durng nstallaton. Frst the tenson bar box s fxed at one end then pressed aganst the CSB-Box untl t snaps nto place along the whole length of the element. Fx the HIT Tenson bars to on-ste renforcement usng tyng wre. Supportng structure Pour the concrete Freshly concreted balcony slab on supportng structure 0 HALFEN HIT.-E

38 HALFEN HIT INSULATED CONNECTION HIGH & SUPERIOR PERFORMANCE HIT-HP MVX, HIT-SP MVX Jont spacngs.0 m Movement jont dowelng, e.g. HALFEN HSD Set Movement jont HIT HIT unts wth cv = mm Note: Observe the expanson jonts Accordng to the Natonal Techncal Approval, expanson jonts must be provded n the external concrete components at a rght angle to the nsulaton lne of the HIT Elements. In straght, cantlevered balcony slabs the dstance between jonts must not exceed.0 m.. m unts wth cv = mm HIT unt wth cv = 0 mm HIT unts wth cv = mm () Corner Fller In balcony structures extendng past an outer corner an expanson jont must be planned at least every. m / =. m. For nsde corners the lmt s. m for each length.. m 0 HALFEN HIT.-E

39 HALFEN HIT INSULATED CONNECTION HIGH & SUPERIOR PERFORMANCE HIT-HP MVX, HIT-SP MVX Deflecton of the balcony slab To lmt flexure we recommend under-exaggeratng the planned dranage flow when castng cantlevered slabs. The calculable ncrease n camber results from component deformaton accordng to EN 99-- and EN 99--/NA, plus the deformaton ü of the HIT Elements. The coeffcent factor for camber ncrease ü* on page 0 refers only to deformaton n HALFEN HIT Elements HIT-HP/SP MVX at maxmum performance n a quas-permanent load-combnaton for the followng boundary lmts: folgende Randbedngungen: Gk = 0. (G k + Q k ) Qk = 0. (G k + Q k ) Ψ = 0. Cantlever slab System assumptons Cantlever length balcony l K [m].9 Slab thckness h [cm] Concrete cover c nom [mm] Concrete strength C/0 Load assumptons Dead load of balcony slab g k [kn/m²]. Dead load of deckng g k,bel [kn/m²]. Traffc load on balustrade g k,gel [kn/m]. Traffc load q k [kn/m²].0 Internal force varables Bendng moment dead load m G,k [knm/m]. Bendng moment lve load m Q,k [knm/m]. Shear force dead load v k,eg [kn/m].9 Shear force traffc load v K,VL [kn/m]. Bendng moment m Ed [knm/m] 9. Shear force v Ed [kn/m]. () Support When consderng the partal safety factor ths results n a rato of the quas-permanent load-combnaton E d,perm to the lmt of load capacty R d of: E d,perm = 0. R d. The coeffcent factor ü* for camber ncrease refers to maxmum moment load capacty n the HALFEN Insulated connecton. It s recommended to consder each present loadcombnaton E d,perm when calculatng the camber ncrease ü. m ü [mm] = ü* l k [m] 0 Ed,perm (0. x mrd ) wth ü Camber from HIT components deformaton n [mm] ü* Camber coeffcent see page 0 l k Span of cantlever slab n [m] m Rd Desgn value of the load bearng capacty n [knm/m] m d,perm Bendng moment at maxmum performance (quas-permanent combnaton) n [knm/m] HALFEN HIT Insulated connecton type HIT-HP MVX Moment bearng capacty m Rd [knm/m] 9. > 9. Shear capacty v Rd [kn/m].0 >. Quas-permanent load combnaton wth ψ = 0. Bendng moment under quas-permanent load combnaton m Ed,perm = (g k + g k,bel + Ψ q k ) l K ² / + g k,gel l K = ( ).9² / +..9 =. knm/m Camber coeffcent ü* = 0. % read from table for: h = 0 and n TB = Camber from HIT components deformaton ü = ü* l K 0 m Ed,perm / (0. m Rd ) = / (0. 9.) =. mm =. cm Note: Observe the deflectons lmts accordng to EN 99-- and EN 99--/NA page 0 HALFEN HIT.-E 9

40 HALFEN HIT INSULATED CONNECTION HIGH & SUPERIOR PERFORMANCE HIT-HP MVX, HIT-SP MVX HIT-HP: Camber coeffcent ü* [%] at maxmum element load bearng capacty (M Rd ) Slab thckness h [mm] Number of tenson bars n TB per metre of element n TB tenson bars per metre at concrete strength n TB > tenson bars per metre at concrete strength Concrete cover [mm] 0 0 C0/ C/0 C0/ C/ HIT-SP: Camber coeffcent ü* [%] at maxmum element load bearng capacty (M Rd ) Slab thckness h [mm] Number of tenson bars n TB per metre of element n TB tenson bars per metre at concrete strength n TB > tenson bars per metre at concrete strength Concrete cover [mm] 0 0 C0/ C/0 C0/ C/ The camber ü* s gven for each slab thckness, for tenson bars per metre and > per metre accordngly. 0 0 HALFEN HIT.-E

41 HALFEN HIT INSULATED CONNECTION HIGH & SUPERIOR PERFORMANCE HIT-HP MVX-OU, HIT-SP MVX-OU For cantlevered balcony slabs wth heght offset (balcony hgher than man slab) or upward wall connectons Transfer of bendng moments and bdrectonal shear forces 0 HIT-HP MVX-OU Hgh Performance 0 mm nsulaton thckness HIT- SP MVX-OU Superor Performance 0 mm nsulaton thckness Both types are also avalable as mult-part desgn (-ES) for element slabs. Wall CSB REI 0 0 type-tested Dmensons n [mm] HIT-HP/SP MVX-OD as custom desgn page Content Type Page Product types / Load range HIT-HP/SP MVX-OU Load bearng capacty values HIT-HP/SP MVX-OU Product descrpton HIT-HP/SP MVX-OU On-ste renforcement HIT-HP/SP MVX-OU Installaton dagram HIT-HP/SP MVX-OU 0 HALFEN HIT.-E

42 HALFEN HIT INSULATED CONNECTION HIGH & SUPERIOR PERFORMANCE HIT-HP MVX-OD, HIT-SP MVX-OD For cantlevered balcony slabs wth heght offset (balcony lower than man slab) or downward wall connectons Transfer of bendng moments and bdrectonal shear forces 0 HIT-HP MVX-OD Hgh Performance 0 mm nsulaton thckness HIT-SP MVX-OD Superor Performance 0 mm nsulaton thckness Both types are also avalable as a mult-part desgn (-ES) for element slabs. Wall CSB type-tested 0 HIT-HP/SP MVX-OD as custom desgn see page Dmensons n [mm] Content Typ Page Product types / Load range HIT-HP/SP MVX-OD Load bearng capacty values HIT-HP/SP MVX-OD Product descrpton HIT-HP/SP MVX-OD On-ste renforcement HIT-HP/SP MVX-OD Installaton dagram HIT-HP/SP MVX-OD REI 0 0 HALFEN HIT.-E

43 HALFEN HIT INSULATED CONNECTION HIGH & SUPERIOR PERFORMANCE HIT-HP/SP MVX-OU, HIT-HP/SP MVX-OD Product types Load range The respectve load range results from the correspondng combnaton of TB- (tenson bar) and CSB- (compresson shear bearngs) Box. The combnatons of TB- and CSB-Box shown n the followng table are possble. Possble combnatons of upper and lower element (TB- and CSB-Boxes) Number of tenson bars n TB Element wdth B = cm Number of compresson shear bearngs n CSB Number of tenson bars n TB Element wdth B = 0 cm Number of compresson shear bearngs n CSB Element wdth B = 00 cm Number of compresson shear bearngs n CSBw Type desgnaton Product group Insulaton thckness 0 mm (HP) or 0 mm (SP) Connecton type Number of tenson rods Number of CSB Element heght [cm] Number of tenson bars n TB = HP and SP The load bearng capacty values for the selected elements can be found on pages Basc types Orderng example HIT- SP MVX OU - ES Element wdth [cm] Concrete cover (top) [mm] Installaton stuaton (Downward heght offset) Thckness of buldng element bx [mm] Only for man element slab bx = Wall/beam thckness see nstallaton dagram page bx Wall bx for standard type: mm < bx < 0 mm (HP) mm < bx < 90 mm (SP) Larger wdths are avalable as custom solutons desgns. Our techncal support team s avalable to assst you n realzng your projects. Contact: see back of catalogue Possble slab thckness h Concrete cover [mm] 0 0 Possble man slab heght h [cm] 0 HALFEN HIT.-E

44 HALFEN HIT ISO-ELEMENT HIGH PERFORMANCE HIT-HP MVX-OU Load bearng capacty values v Rd, / m Rd, accordng to EN 99-- (EC) Shear load capacty ± v Rd Type / Element wdth Type / Element wdth Concrete cover [mm] 0 0 Desgn values m Rd [knm/m] for slab thckness [mm] B =.00 m HP MVX-00- -OU HP MVX-00- -OU HP MVX-00- -OU HP MVX-00- -OU HP MVX OU B = 0.0 m HP MVX-00- -OU B = 0. m Desgn values v Rd [kn/m] Moment bearng capacty m Rd B =.00 m HP MVX-00- -OU HP MVX-00- -OU HP MVX-00- -OU HP MVX-00- -OU HP MVX OU B = 0.0 m HP MVX-00- -OU B = 0. m > 0 On-ste renforcement A s,req ( page ) Concrete strength: C0/ C/0 Load bearng capacty values for further elements (e.g. for h > 0 mm, C0/, v Rd, and m Rd, ) are avalable n the type tests, at and on request from our techncal support team. See back of catalogue for contact nformaton. Edge frame sde / cm OU OU 0 Mnmum on-ste strrup renforcement on man slab sde (Strrups are consdered as sngle lap jonted) Number of strrups per metre 9 0 Cross secton A SW [cm /m] for each leg Mnmum transverse renforcement: At least one renforcement bar mm must be placed next to the anchor head on the sde nearest to the element edge. All necessary verfcatons have already been consdered. Connectng elements must be verfed by the planner. 0 HALFEN HIT.-E

45 HALFEN HIT INSULATED CONNECTION HIGH PERFORMANCE HIT-HP MVX-OU Load bearng capacty values v Rd, / m Rd, accordng to EN 99-- (EC) Shear load capacty ± v Rd Type / Element wdth B =.00 m HP MVX-00- -OU HP MVX-00- -OU HP MVX-00- -OU HP MVX-00- -OU HP MVX-0- -OU B = 0.0 m HP MVX-00- -OU HP MVX-00- -OU HP MVX-00- -OU HP MVX-00- -OU B = 0. m Desgn values v Rd [kn/m] Moment bearng capacty m Rd B =.00 m HP MVX-00- -OU HP MVX-00- -OU HP MVX-00- -OU HP MVX-00- -OU HP MVX-0- -OU Type / Element wdth B = 0.0 m HP MVX-00- -OU HP MVX-00- -OU HP MVX-00- -OU HP MVX-00- -OU B = 0. m Concrete cover [mm] Desgn values m Rd [knm/m] for slab thckness [mm] Load bearng capacty values for further elements (e.g. for h > 0 mm, C0/, v > 0 Rd, and m Rd, ) are avalable n the type tests, at and on request from our techncal support team. See back of catalogue for contact nformaton. On-ste renforcement A s,req ( page ) Concrete strength: C0/ C/0 Edge frame sde / cm /. cm / cm /. cm OU OU 0 Mnmum on-ste strrup renforcement on man slab sde (Strrups are consdered as sngle lap jonted) Number of strrups per metre Cross secton A SW [cm /m] for each leg Mnmum transverse renforcement: At least one renforcement bar mm must be placed next to the anchor head on the sde nearest to the element edge. All necessary verfcatons have already been consdered. Connectng elements must be verfed by the planner. 0 HALFEN HIT.-E

46 HALFEN HIT INSULATED CONNECTION SUPERIOR PERFORMANCE HIT-SP MVX-OU Load bearng capacty values v Rd, / m Rd, accordng to EN 99-- (EC) Shear load capacty ± v Rd Type / Element wdth B =.00 m SP MVX-00- -OU SP MVX-00- -OU SP MVX-00- -OU SP MVX OU SP MVX-0- -OU B = 0.0 m SP MVX-00- -OU B = 0. m SP MVX-00- -OU Desgn values v Rd [kn/m] Moment bearng capacty m Rd Type / Element wdth Concrete cover [mm] 0 0 Desgn values m Rd [knm/m] for slab thckness [mm] B =.00 m SP MVX-00- -OU SP MVX-00- -OU SP MVX-00- -OU SP MVX OU SP MVX-0- -OU B = 0.0 m SP MVX-00- -OU B = 0. m SP MVX-00- -OU > 0 On-ste renforcement A s,req ( page ) Concrete strength: C0/ C/0 Load bearng capacty values for further elements (e.g. for h > 0 mm, C0/, v Rd, and m Rd, ) are avalable n the type tests, at and on request from our techncal support team. See back of catalogue for contact nformaton. Edge frame sde / cm / cm OU OU 0 Mnmum on-ste strrup renforcement on man slab sde (Strrups are consdered as sngle lap jonted) Number of strrups per metre 0 Cross secton A SW [cm /m] for each leg Mnmum transverse renforcement: At least one renforcement bar mm must be placed next to the anchor head on the sde nearest to the element edge. All necessary verfcatons have already been consdered. Connectng elements must be verfed by the planner. 0 HALFEN HIT.-E

47 HALFEN HIT INSULATED CONNECTION SUPERIOR PERFORMANCE HIT-SP MVX-OU Load bearng capacty values v Rd, / m Rd, accordng to EN 99-- (EC) Shear load capacty ± v Rd Type / Element wdth B =.00 m SP MVX-00- -OU SP MVX-00- -OU SP MVX-00- -OU SP MVX-00- -OU SP MVX-0- -OU B = 0.0 m SP MVX-00- -OU SP MVX-00- -OU SP MVX-00- -OU SP MVX-00- -OU B = 0. m Desgn values v Rd [kn/m] Moment bearng capacty m Rd B =.00 m SP MVX-00- -OU SP MVX-00- -OU SP MVX-00- -OU SP MVX-00- -OU SP MVX-0- -OU Type / Element wdth B = 0.0 m SP MVX-00- -OU SP MVX-00- -OU SP MVX-00- -OU SP MVX-00- -OU B = 0. m Concrete cover [mm] Desgn values m Rd [knm/m] for slab thckness [mm] Load bearng capacty values for further elements (e.g. for h > 0 mm, C0/, v > 0 Rd, and m Rd, ) are avalable n the type tests, at and on request from our techncal support team. See back of catalogue for contact nformaton. On-ste renforcement A s,req ( page ) Concrete strength: C0/ C/0 Edge frame sde / cm /. cm /. cm OU OU 0 Mnmum on-ste strrup renforcement on man slab sde (Strrups are consdered as sngle lap jonted) Number of strrups per metre Cross secton A SW [cm /m] for each leg..... Mnmum transverse renforcement: At least one renforcement bar mm must be placed next to the anchor head on the sde nearest to the element edge. All necessary verfcatons have already been consdered. Connectng elements must be verfed by the planner. 0 HALFEN HIT.-E

48 HALFEN HIT INSULATED CONNECTION HIGH PERFORMANCE HIT-HP MVX-OD Load bearng capacty values v Rd, / m Rd, accordng to EN 99-- (EC) Type / Element wdth B =.00 m HP MVX-00- -OD HP MVX-00- -OD HP MVX-00- -OD HP MVX-00- -OD HP MVX-00- -OD B = 0.0 m HP MVX-00- -OD B = 0. m Desgn values v Rd [kn/m] B =.00 m HP MVX-00- -OD HP MVX-00- -OD HP MVX-00- -OD HP MVX-00- -OD HP MVX-00- -OD Type / Element wdth B = 0.0 m HP MVX-00- -OD B = 0. m Concrete cover [mm] Desgn values m Rd [knm/m] for slab thckness [mm] Load bearng capacty values for further elements (e.g. for h > 0 mm, C0/, v > 0 Rd, and m Rd,) are avalable n the type tests, at and on request from our techncal support team. See back of catalogue for contact nformaton. Edge frame sde / cm /, cm Number of strrups per metre 9 Cross secton A SW [cm /m] for each leg Mnmum transverse renforcement: At least one renforcement bar mm must be placed next to the anchor head on the sde nearest to the element edge. Shear load capacty ± v Rd Moment bearng capacty m Rd On-ste rexhement A s,req ( page ) Concrete strength: C0/ C/0 Mnmum on-ste strrup renforcement on man slab sde (Strrups are consdered as sngle lap jonted) All necessary verfcatons have already been consdered. Connectng elements must be verfed by the planner. OD OD 0 0 HALFEN HIT.-E

49 HALFEN HIT INSULATED CONNECTION HIGH PERFORMANCE HIT-HP MVX-OD Load bearng capacty values v Rd, / m Rd, accordng to EN 99-- (EC) Type / Element wdth B =.00 m HP MVX-00- -OD HP MVX-00- -OD HP MVX-00- -OD HP MVX-00- -OD HP MVX-00- -OD B = 0.0 m HP MVX-00- -OD HP MVX-00- -OD HP MVX-00- -OD HP MVX-00- -OD B = 0. m Desgn values v Rd [kn/m] B =.00 m HP MVX-00- -OD HP MVX-00- -OD HP MVX-00- -OD HP MVX-00- -OD HP MVX-00- -OD Type / Element wdth B = 0.0 m HP MVX-00- -OD HP MVX-00- -OD HP MVX-00- -OD HP MVX-00- -OD B = 0. m Concrete cover [mm] Desgn values m Rd [knm/m] for slab thckness [mm] Load bearng capacty values for further elements (e.g. for h > 0 mm, C0/, v > 0 Rd, and m Rd,) are avalable n the type tests, at and on request from our techncal support team. See back of catalogue for contact nformaton. Edge frame sde / cm Number of strrups per metre Cross secton A SW [cm /m] for each leg Mnmum transverse renforcement: At least one renforcement bar mm must be placed next to the anchor head on the sde nearest to the element edge. Shear load capacty ± v Rd Moment bearng capacty m Rd On-ste renforcement A s,req ( page ) Concrete strength: C0/ C/0 Mnmum on-ste strrup renforcement on man slab sde (Strrups are consdered as sngle lap jonted) All necessary verfcatons have already been consdered. Connectng elements must be verfed by the planner. OD OD 0 0 HALFEN HIT.-E 9

50 HALFEN HIT INSULATED CONNECTION SUPERIOR PERFORMANCE HIT-SP MVX-OD Load bearng capacty values v Rd, / m Rd, accordng to EN 99-- (EC) Shear load capacty ± v Rd Type / Element wdth B =.00 m SP MVX-00- -OD SP MVX-00- -OD SP MVX-00- -OD SP MVX-00- -OD SP MVX OD B = 0.0 m SP MVX-00- -OD B = 0. m SP MVX-00- -OD Desgn values v Rd [kn/m] Moment bearng capacty m Rd B =.00 m SP MVX-00- -OD SP MVX-00- -OD SP MVX-00- -OD SP MVX-00- -OD SP MVX OD Type / Element wdth B = 0.0 m SP MVX-00- -OD B = 0. m SP MVX-00- -OD Concrete cover [mm] Desgn values m Rd [knm/m] for slab thckness [mm] Load bearng capacty values for further elements (e.g. for h > 0 mm, C0/, v > 0 Rd, and m Rd,) are avalable n the type tests, at and on request from our techncal support team. See back of catalogue for contact nformaton. On-ste renforcement A s,req ( page ) Concrete strength: C0/ C/0 Edge frame sde / cm OD OD 0 Mnmum on-ste strrup renforcement on man slab sde (Strrups are consdered as sngle lap jonted) Number of strrups per metre 0 Cross secton A SW [cm /m] for each leg Mnmum transverse renforcement: At least one renforcement bar mm must be placed next to the anchor head on the sde nearest to the element edge. All necessary verfcatons have already been consdered. Connectng elements must be verfed by the planner. 0 0 HALFEN HIT.-E

51 HALFEN HIT INSULATED CONNECTION SUPERIOR PERFORMANCE HIT-SP MVX-OD Load bearng capacty values v Rd, / m Rd, accordng to EN 99-- (EC) Shear load capacty ± v Rd Type / Element wdth B =.00 m SP MVX-00- -OD SP MVX-00- -OD SP MVX-00- -OD SP MVX-00- -OD SP MVX-00- -OD B = 0.0 m SP MVX-00- -OD SP MVX-00- -OD SP MVX-00- -OD SP MVX-00- -OD B = 0. m Desgn values v Rd [kn/m] Moment bearng capacty m Rd B =.00 m SP MVX-00- -OD SP MVX-00- -OD SP MVX-00- -OD SP MVX-00- -OD SP MVX-00- -OD Type / Element wdth B = 0.0 m SP MVX-00- -OD SP MVX-00- -OD SP MVX-00- -OD SP MVX-00- -OD B = 0. m Concrete cover [mm] Desgn values m Rd [knm/m] for slab thckness [mm] Load bearng capacty values for further elements (e.g. for h > 0 mm, C0/, v > 0 Rd, and m Rd,) are avalable n the type tests, at and on request from our techncal support team. See back of catalogue for contact nformaton. On-ste renforcement A s,req ( page ) Concrete strength: C0/ C/0 Edge frame sde / cm / 0 cm OD OD 0 Mnmum on-ste strrup renforcement on man slab sde (Strrups are consdered as sngle lap jonted) Number of strrups per metre Cross secton A SW [cm /m] for each leg Mnmum transverse renforcement: At least one renforcement bar mm must be placed next to the anchor head on the sde nearest to the element edge. All necessary verfcatons have already been consdered. Connectng elements must be verfed by the planner. 0 HALFEN HIT.-E

52 HALFEN HIT INSULATED CONNECTION HIGH & SUPERIOR PERFORMANCE HIT-HP/SP MVX-OU, HIT-HP/SP MVX-OD Product descrpton Cross sectons HIT-HP MVX-OU; wth bent anchor head HIT-HP MVX-OD; wth straght anchor head (dotted lne) Also avalable as mult part type for man slab element. HIT-SP MVX-OU ES; wth bent anchor head HIT-SP MVX-OD ES; wth straght anchor head (dotted lne) Tenson secton : mm Tenson secton : 0. mm stanless steel Double-symmetrcal CSB Tenson bar box Dstance box as heght offset h = from 0 mm ( see page 0) Compresson shear bearng box Tenson bar wth straght anchor head sde anchor head as custom solutons An anchor head applcaton n a heght offset balcony sde s possble f the geometrc requrements are observed. (offset heght x 0 mm, bx mm) A beam renforcement s requred and the locaton of the shear renforcement (mn. mm, n close contact wth the anchor heads) must be observed when desgnng the on-ste connecton renforcement (balcony sde). c v,tb = 0 / / 0 0 h 0 0 h 0 c v,tb = 0 / / 0 0 mm mn. max. 0 mn. max. 0 l TB = l TB = mn. * max. 0* mn. * max. 0* bx mm bx mm 00 mm Dmensons n [mm] * The total length of the tenson bar s pre-determned. The proportonal secton length for the man slab sde depends on the present geometry: Buldng element thckness bx 0 mm concrete cover. mm bx 0 mm 0 mm (HIT-HP) 0 mm (HIT-SP) Further specal lengths are avalable on request, See contact detals at the back of the catalogue. Example: For an element thckness of bx = mm the tenson bar length on the man slab sde s mm. Ths leaves a length of 0 mm for HIT-HP and 0 mm wth HIT-SP Elements for the balcony sde.. TB-Box CSB-Box TB-Box D-Box CSB-Box see page see page HIT Custom solutons Our techncal support team s avalable to provde support n your project wth custom solutons usng HALFEN HIT Insulated connectons Contact: see nsde back cover 0 mm 00 mm 0 HALFEN HIT.-E

53 HALFEN HIT INSULATED CONNECTION HIGH & SUPERIOR PERFORMANCE HIT-HP/SP MVX-OU On-ste renforcement Upward heght offset 00 mm Wall connecton, balcony slab hgher 00 mm On-ste renforcement HIT- -OU (example) bx bx Wall Structural desgn of on-ste renforcement for the HIT-HP/SP MVX-OU Upper connectng renforcement made of bar steel or mesh, for renforcement on balcony sde; for more detal see also page Horzontal transverse tensle renforcement A s,h mn., parallel to the jont Vertcal tensle splttng renforcement A s,v mn. /, see also page Strrups at slab edge as end anchorage for the transverse tensle renforcement Transverse renforcement, mn. ; n contact wth the anchor bolts Requred mnmum renforcement for transmttng the loads from the HIT Element see also pages Requred mnmum renforcement as loop or mesh renforcement wth statcally requred edge enclosure for transmttng the loads from the HIT Element see also pages. 0 mm No constructon jonts permssable n ths area: sde vertcal vertcal and horzontal bx = buldng element thckness Desgn as frame corner! Recommended: bx heght HIT Element No constructon jonts permssable n ths area: sde vertcal Wall sde vertcal and horzontal bx = buldng element thckness Desgn as frame corner! Recommended: bx heght HIT Element Specfed by the structural engneer: Connectng renforcement of steel-bar or mesh Dagonal structural renforcement renforcement desgned as strrups or mesh renforcement wth statcally requred edge renforcement for the man slab Further renforcement requred due to addtonal load factors (e.g. beam shear renforcement or bendng renforcement) must be verfed by the structural engneer! 0 HALFEN HIT.-E

54 HALFEN HIT INSULATED CONNECTION HIGH & SUPERIOR PERFORMANCE HIT-HP/SP MVX-OD On-ste renforcement Downward heght offset Downward wall connecton 0 mm 00 mm 00 mm On-ste renforcement HIT- -OD (example) Wall bx bx Structural desgn of on-ste renforcement for HIT-HP/SP MVX-OD Upper connectng renforcement, bar steel or mesh, for renforcement on the balcony sde see also page Horzontal transverse tensle renforcement A s,h mn., parallel to the jont Vertcal tensle splttng renforcement A s,v mn. /, see also pages Strrups at slab edge as end anchorage as transverse tensle renforcement Shear renforcement, mn. ; wth close contact to the anchor heads Requred mnmum renforcement for transmttng the loads from the HIT Element see also pages Requred mnmum renforcement as strrup or mesh renforcement wth statcally requred edge renforcement for transmttng the loads from the HIT Element see also pages No constructon jonts permssable n ths area: sde vertcal sde vertcal and horzontal bx = buldng element thckness Desgn as frame corner! Recommended: bx HIT Element heght No constructon jonts permssable n ths area: sde vertcal Wall sde vertcal and horzontal bx = buldng element thckness HIT Element Heght! Recommended: bx HIT Element heght Specfed by the structural engneer: Connectng renforcement n steel-bar or mesh Further renforcement requred due to addtonal load factors (e.g. beam shear renforcement or bendng renforcement) must be specfed by the structural engneer! 0 HALFEN HIT.-E

55 HALFEN HIT INSULATED CONNECTION HIGH & SUPERIOR PERFORMANCE HIT-HP/SP MVX-OU, HIT-HP/SP MVX-OD Installaton dagram Strrup renforcement ( pages 9 0) Ø Ø Installaton of on-ste renforcement See detals on pages. Ensure that the formwork s at the correct heght! The on-ste renforcement must be placed as specfed by the structural engneer. Installaton of the HIT Elements from above Check that the red arrows on the HIT Element and the CSB are pontng towards the balcony. Ensure that the anchor bolts are placed behnd the vertcal structural renforcement (e.g. strrup). Mnmum concrete cover of the anchor bolts has to be 0 mm. Fxng of HIT Tenson bars to onste renforcement usng tyng wre Transverse renforcement ( see also pages ): mn. mm, must to be placed wth close contact to the anchor bolts. HIT-HP/SP-OU bx = wall thckness Pourng the concrete Observe requred expanson jonts see llustratons on pages bx Wall To ensure the HIT Elements are not dsplaced, pour and compact the concrete evenly. Freshly concreted balcony slab on supportng structure For element slab desgn please observe the notes on page 0 0 HALFEN HIT.-E

56 HALFEN HIT INSULATED CONNECTION HIGH & SUPERIOR PERFORMANCE HIT-HP ZVX, HIT-SP ZVX For smply supported balcony slabs on columns HIT-HP ZVX Hgh Performance 0 mm nsulaton thckness HIT-SP ZVX Superor Performance 0 mm nsulaton thckness HIT-HP ZVX Hgh Performance 0 mm nsulaton thckness; wthout CSB HIT-SP ZVX Superor Performance 0 mm nsulaton thckness; wthout CSB Transfers shear forces only HIT-ZVX type-tested Applcaton: Smply supported balcony on columns Content Type Page Product types / Load range HIT-HP ZVX, HIT-SP ZVX Product descrpton HIT-HP ZVX, HIT-SP ZVX 9 Load bearng capacty values HIT-HP ZVX, HIT-SP ZVX 0 Maxmum load capactes HIT-HP ZVX, HIT-SP ZVX 9 Applcaton examples and jont spacngs HIT-HP ZVX, HIT-SP ZVX On-ste renforcement HIT-HP ZVX, HIT-SP ZVX Installaton dagram HIT-HP ZVX, HIT-SP ZVX CSB REI 0 0 HALFEN HIT.-E

57 HALFEN HIT INSULATED CONNECTION HIGH & SUPERIOR PERFORMANCE HIT-HP ZDX, HIT-SP ZDX For smply-supported balcony slabs on columns Transfers postve and negatve shear forces HIT-HP ZDX Hgh Performance 0 mm nsulaton thckness HIT-SP ZDX Superor Performance 0 mm nsulaton thckness HIT-HP ZDX Hgh Performance 0 mm nsulaton thckness; wthout CSB HIT-SP ZDX Superor Performance 0 mm nsulaton thckness; wthout CSB HIT-ZDX Content Type Page Product types / Load range HIT-HP ZDX, HIT-SP ZDX Product descrpton HIT-HP ZDX, HIT-SP ZDX 9 Load bearng capacty values HIT-HP ZDX, HIT-SP ZDX 0 Maxmum load capactes HIT-HP ZDX, HIT-SP ZDX 9 Applcaton examples and jont spacngs HIT-HP ZDX, HIT-SP ZDX On-ste renforcement HIT-HP ZDX, HIT-SP ZDX Installaton dagram HIT-HP ZDX, HIT-SP ZDX CSB REI 0 type-tested Applcaton: Smply supported balcony on columns 0 HALFEN HIT.-E

58 HALFEN HIT INSULATED CONNECTION HIGH & SUPERIOR PERFORMANCE HIT-HP ZVX, HIT-SP ZVX / HIT-HP ZDX, HIT-SP ZDX Product types Load range The load range selecton table llustrates the possble combnatons of support elements (shear load bars and double-symmetrcal CSB) dependng on the element wdth. For HIT-ZDX Elements the number of shear load bars s gven for each load drecton (n the followng dentfed as sde ). Possble combnatons of SB (shear load bars) and CSB (Compresson Shear Bearngs) Dameter of the shear load bars [mm] 0 Number of shear load bars n SB Element wdth B = cm Number of compresson 0 shear bearngs n CSB Number of shear load bars n SB Element wdth B = cm Number of compresson 0 shear bearngs n CSB Element wdth B = 0 cm Number of compresson shear bearngs n CSB Element wdth B = 00 cm The complete type-tested load class range for concrete grades C0/ and C/0 can be downloaded from Basc types Orderng example Number of shear load bars n SB 0 Number of shear load bars n SB Number of compresson shear bearngs n CSB Load bearng capacty values for selected elements can be found on pages 0. = HP and SP HIT- HP ZVX Type descrpton Product group Number of CSB Insulaton thckness 0 mm (HP).e. 0 mm (SP) Conecton type ZVX: No. of shear load bars Element heght [cm] Element wdth [cm] Concrete cover unten [mm] Dameter shear load bars [mm] ZDX: No. of shear load bars on each sde Possble man slab heght h HIT Custom solutons Our techncal support team s avalable to provde support n your project wth custom solutons usng HALFEN HIT Insulated connectons Contact: see nsde back cover Concrete cover [mm] lower: 0 upper: 0 Dameter of the shear load bars [mm] Possble man slab heght h [cm] 0 HALFEN HIT.-E

59 HALFEN HIT INSULATED CONNECTION HIGH & SUPERIOR PERFORMANCE HIT-HP ZVX, HIT-SP ZVX / HIT-HP ZDX, HIT-SP ZDX Product descrpton Cross sectons (Typcal applcatons) Fgure: Type HIT-SP ZVX Bent bar type; shear load bars mm (also avalable for custom desgns mm) 0 h 0 0 h Bent type; shear load bars mm wth no CSB for unrestrant connectons, e.g. for loggas 0*/0*/0* h 0 0*/0*/0* h 0 Fgure: Type HIT-SP ZVX Straght bar type; shear load bars, 0, mm (also avalable for custom desgns n mm) / 0 / / 0 / 0 / 0 / / 0 / / 0 / / 0 / Straght type; shear load bars, 0, mm (also avalable for custom desgns n mm) 0 / 0 / / 0 / Dmensons n [mm] Shear load bars for HIT-ZVX Elements Double-symmetrcal CSB Load supportng shear bar for shear load bars Shear load bars for tranferrng the shear loads upwards (n the opposte drecton) for HIT-ZDX Elements 0 0 * smallest avalable element heghts, dependng on the dameter of the shear load bar: from 0 mm from 0 mm 0 from 0 mm from 0 mm 0 HALFEN HIT.-E 9

60 HALFEN HIT INSULATED CONNECTION HIGH & SUPERIOR PERFORMANCE HIT-HP ZVX, HIT-HP ZDX Load bearng capacty values accordng to EN 99-- (EC) Type / Element wdth Lower concrete cover [mm] Desgn values v Rd [kn/m] for slab thckness [mm] accordng to approval Z-.- Type / Element wdth Lower concrete cover [mm] Desgn values v Rd [kn/m] for slab thckness [mm] Man slab Type / Element wdth Lower concrete cover [mm] Desgn values v Rd [kn/m] for slab thckness [mm] ZVX: Shear load capacty ZDX: Shear load capacty B =.00 m B = 0.0 m drect support ndrect support 0 Concrete strength: C0/ C/ > 0 On request, please contact our techncal support team; contact nformaton can be found at the back of the catalogue. B =.00 m Concrete strength: C0/ C/ > 0 On request, please contact our techncal support team; contact nformaton can be found at the back of the catalogue. On-ste renforcement A s,req / cm / 0 cm 0, cm²/m + V Ed / f yd / 0 cm B =.00 m B =.00 m B = 0.0 m B = 0.0 m B = 0. m B = 0. m 0 C0/ C/0 0 Concrete strength: C0/ C/ > 0 On request, please contact our techncal support team; contact nformaton can be found at the back of the catalogue. On-ste renforcement A s,req v Rd ± v Rd mm, mm and 0 mm bar sze 0 Man slab drect support ndrect support 0. cm²/m + V Ed / f yd / cm / cm / cm 0. cm /m + V Ed / f yd / 0 cm All requred verfcatons for the nsulaton and for load transfer have already been consdered. Connectng elements must be verfed by the planner. 0 0 HALFEN HIT.-E

61 HALFEN HIT INSULATED CONNECTION HIGH & SUPERIOR PERFORMANCE HIT-HP ZVX, HIT-HP ZDX Load bearng capacty values accordng to EN 99-- (EC) Type / Element wdth Man slab ZVX: Shear load capacty ZDX: Shear load capacty B =.00 m B = 0.0 m Lower concrete cover [mm] 0 Concrete strength: C0/ C/0 Desgn values v Rd [kn/m] for slab thckness [mm] > 0 On request, please contact our techncal support team; contact nformaton can be found at the back of the catalogue. accordng to approval Z-.- On-ste renforcement A s,req / cm drect support / 0 cm ndrect support 0. cm²/m + V Ed / f yd / cm 0.0 cm /m + V Ed / f yd / cm B =.00 m Type / Element wdth B = 0.0 m B = 0. m Lower concrete cover [mm] 0 Concrete strength: C0/ C/ Desgn values v Rd [kn/m] for slab thckness [mm] > 0 On request, please contact our techncal support team; contact nformaton can be found at the back of the catalogue. To utlze the element load capacty of the HIT Elements see table on page 9 On-ste renforcement A s,req v Rd ± v Rd 0 mm and mm bar sze 0 / cm Man slab drect support ndrect support / cm 0. cm²/m + V Ed / f yd / cm All requred verfcatons for the nsulaton and for load transfer have already been consdered. Connectng elements must be verfed by the planner. 0. cm²/m + V Ed / f yd / cm 0 HALFEN HIT.-E

62 HALFEN HIT ISO-ELEMENT HIGH PERFORMANCE HIT-HP ZVX, HIT-HP ZDX Load bearng capacty values accordng to EN 99-- (EC) Type / Element wdth Type / element wdth Lower concrete cover [mm] Desgn values v Rd [kn/m] for slab thckness [mm] B = 0. m Lower concrete cover [mm] 0 Concrete strength: C0/ C/ Desgn values v Rd [kn/m] for slab thckness [mm] > 0 On request, please contact our techncal support team; contact nformaton can be found at the back of the catalogue. To utlze the element load capacty of the HIT Elements see table on page 9 Man slab ZVX: Shear load capacty ZDX: Shear load capacty On-ste renforcement A s,req drect support ndrect support v Rd ± v Rd 0. cm /m + V Ed / f yd / cm Load bearng capacty values accordng to EN 99-- (EC) ZVX: Shear load capacty n one drecton ZDX: Shear load capacty n both drectons / cm / cm 0.0 cm /m + V Ed / f yd / cm B =.00 m B = 0.0 m B = 0. m Concrete strength: C0/ C/0 mm, mm and 0 mm bar sze 0. cm /m + V Ed / f yd / cm,, 0 and mm bar sze > 0 On request, please contact our techncal support team; contact nformaton can be found at the back of the catalogue. Short unt 0 0 Man slab On-ste renforcement A s,req drect support ndrect support / cm / 0 cm V Ed / f yd / 0 cm 0 HALFEN HIT.-E

63 HALFEN HIT ISO-ELEMENT HIGH PERFORMANCE HIT-HP ZVX, HIT-HP ZDX Load bearng capacty values accordng to EN 99-- (EC) B =.00 m Type / Element wdth B = 0.0 m B = 0. m Lower concrete cover [mm] 0 Concrete strength: C0/ C/ Desgn values v Rd [kn/m] for slab thckness [mm] > 0 On request, please contact our techncal support team; contact nformaton can be found at the back of the catalogue. To utlze the element load capacty of the HIT Elements see table on page 9 Man slab,, 0 and mm bar sze Type / B =.00 m Element wdth B = 0.0 m Lower concrete cover [mm] 0 Concrete strength: C0/ C/ > 0 On request, please contact our techncal support team; contact nformaton can be found at the back of the catalogue. To utlze the element load capacty of the HIT Elements see table on page 9 Man slab ZVX: Shear load capacty ZDX: Shear load capacty On-ste renforcement A s,req drect support ndrect support On-ste renforcement A s,req drect support ndrect support v Rd ± v Rd / cm / cm V Ed / f yd / cm / cm / cm V Ed / f yd / cm 0 0 HALFEN HIT.-E

64 HALFEN HIT INSULATED CONNECTION HIGH & SUPERIOR PERFORMANCE HIT-HP ZVX, HIT-HP ZDX / HIT-SP ZVX, HIT-SP ZDX Load bearng capacty values accordng to EN 99-- (EC) Type / Element wdth Lower concrete cover [mm] Desgn values v Rd [kn/m] for slab thckness [mm] Type / Element wdth Lower concrete cover [mm] Desgn values v Rd [kn/m] for slab thckness [mm] B = 0. m Concrete strength: C0/ C/ > 0 On request, please contact our techncal support team; contact nformaton can be found at the back of the catalogue. To utlze the element load capacty of the HIT Elements see table on page 9 Man slab ZVX: Shear load capacty ZDX: Shear load capacty On-ste renforcement A s,req drect support ndrect support Load bearng capacty values accordng to EN 99-- (EC) ZVX: Shear load capacty ZDX: Shear load capacty v Rd ± v Rd v Rd ± v Rd / cm / cm V Ed / f yd / cm B =.00 m B = 0.0 m Concrete strength: C0/ C/0 mm, mm bar szes mm, mm, 0 mm bar szes > 0 On request, please contact our techncal support team; contact nformaton can be found at the back of the catalogue. Short unt 0 0 accordng to approval Z-.- Man slab On-ste renforcement A s,req drect support ndrect support / cm / 0 cm 0.0 cm²/m + V Ed / f yd / 0 cm 0 HALFEN HIT.-E

65 HALFEN HIT INSULATED CONNECTION SUPERIOR PERFORMANCE HIT-SP ZVX, HIT-SP ZDX Load bearng capacty values accordng to EN 99-- (EC) Type / Element wdth Lower concrete cover [mm] Desgn values v Rd [kn/m] for slab thckness [mm] Man slab Type / Element wdth Lower concrete cover [mm] Desgn values v Rd [kn/m] for slab thckness [mm] Man slab ZVX: Shear load capacty ZDX: Shear load capacty drect support ndrect support / cm / 0 cm 0, cm²/m + V Ed / f yd / 0 cm B =.00 m B = 0.0 m B = 0. m Concrete strength: C0/ C/0 mm, mm, 0 mm bar szes B =.00 m Concrete strength: C0/ C/ > 0 On request, please contact our techncal support team; contact nformaton can be found at the back of the catalogue. On-ste renforcement A s,req > 0 On request, please contact our techncal support team; contact nformaton can be found at the back of the catalogue. On-ste renforcement A s,req v Rd ± v Rd / cm drect support / cm ndrect support 0. cm²/m + V Ed / f yd / cm 0.9 cm²/m + V Ed / f yd / cm 0 All requred verfcatons for the nsulaton and for load transfer have already been consdered. Connectng elements must be verfed by the planner. 0 HALFEN HIT.-E

66 HALFEN HIT INSULATED CONNECTION SUPERIOR PERFORMANCE HIT-SP ZVX, HIT-SP ZDX Load bearng capacty values accordng to EN 99-- (EC) Type / Element wdth Lower concrete cover [mm] Desgn values v Rd [kn/m] for slab thckness [mm] B =.00 m B = 0.0 m B = 0. m Concrete strength: C0/ C/ > 0 On request, please contact our techncal support team; contact nformaton can be found at the back of the catalogue. To utlze the element load capacty of the HIT Elements see table page 0 Man slab Type / Element wdth Man slab ZVX: Shear load capacty ZDX: Shear load capacty On-ste renforcement A s,req / cm drect support / cm ndrect support 0. cm²/m + V Ed / f yd / cm 0.90 cm²/m + V Ed / f yd / cm B = 0, m Short unt drect support ndrect support Lower concrete cover [mm] 0 Concrete strength: C0/ C/ Desgn values v Rd [kn/m] for slab thckness [mm] > 0 On request, please contact our techncal support team; contact nformaton can be found at the back of the catalogue. To utlze the element load capacty of the HIT Elements see table on page 0 On-ste renforcement A s,req 0. cm²/m + V Ed / f yd / cm v Rd ± v Rd 0. cm²/m + V Ed / f yd / cm / cm / cm mm, 0 mm and mm bar szes 0.9 cm²/m + V Ed / f yd / cm cm²/m + V Ed / f yd / cm 0 HALFEN HIT.-E

67 HALFEN HIT INSULATED CONNECTIO SUPERIOR PERFORMANCE HIT-SP ZVX, HIT-SP ZDX Load bearng capacty values accordng to EN 99-- (EC) Type / Element wdth Lower concrete cover [mm] Desgn values v Rd [kn/m] for slab thckness [mm] Man slab Type / Element wdth Lower concrete cover [mm] Desgn values v Rd [kn/m] for slab thckness [mm] Man slab ZVX: Shear load capacty ZDX: Shear load capacty B =.00 m B = 0.0 m B = 0. m Concrete strength: C0/ C/ > 0 On request, please contact our techncal support team; contact nformaton can be found at the back of the catalogue. On-ste renforcement A s,req drect support ndrect support / cm / 0 cm V Ed / f yd / 0 cm B =.00 m B = 0.0 m B = 0. m Concrete strength: C0/ C/ > 0 On request, please contact our techncal support team; contact nformaton can be found at the back of the catalogue. On-ste renforcement A s,req drect support ndrect support v Rd ± v Rd / cm / cm V Ed / f yd / cm mm, 0 mm and mm bar szes Concrete strength: C0/ C/0 0 All requred verfcatons for the nsulaton and for load transfer have already been consdered. Connectng elements must be verfed by the planner. 0 HALFEN HIT.-E

68 HALFEN HIT ISO-ELEMENT SUPERIOR PERFORMANCE HIT-SP ZVX, HIT-SP ZDX Load bearng capacty values accordng to EN 99-- (EC) Type / Element wdth Lower concrete cover [mm] Desgn values v Rd [kn/m] for slab thckness [mm] Man slab Type / Element wdth ZVX: Shear load capacty ZDX: Shear load capacty B =.00 m B = 0.0 m B = 0. m Concrete strength: C0/ C/ > 0 On request, please contact our techncal support team; contact nformaton can be found at the back of the catalogue. On-ste renforcement A s,req drect support ndrect support B = 0. m Short unt v Rd ± v Rd mm, mm, 0 mm and mm bar sze Concrete strength: C0/ C/0 / cm / cm V Ed / f yd / cm Lower concrete cover [mm] 0 Concrete strength: C0/ C/ Desgn values v Rd [kn/m] for slab thckness [mm] > 0 On request, please contact our techncal support team; contact nformaton can be found at the back of the catalogue. To utlze the element load capacty of the HIT Elements see table on page 0 0 Man slab On-ste renforcement A s,req drect support ndrect support / cm / cm V Ed / f yd / cm 0 HALFEN HIT.-E

69 HALFEN HIT ISO-ELEMENT HIGH PERFORMANCE HIT-HP ZVX, HIT-HP ZDX Load bearng capacty values accordng to EN 99-- (EC) wth CSB / 0 / Desgn values v Rd,Element [kn/m] for slab thckness [mm] Bar dameter n [mm] no CSB / 0 Desgn values v Rd,Element [kn/m] for slab thckness [mm] Bar dameter n [mm] B =.00 m B =.00 m B =.00 m B = 0.0 m B = 0.0 m B = 0.0 m B = 0. m wth CSB / B = 0. m B = 0. m B = 0. m Short unt Desgn values v Rd,Element [kn/m] for slab thckness [mm] B =.00 m B =.00 m B = 0.0 m B = 0.0 m B = 0. m B = 0. m no CSB / 0 / B = 0. m B = 0. m B = 0. m Desgn values v Rd,Element [kn/m] for slab thckness [mm] no CSB B =.00 m B = 0.0 m Desgn values v Rd,Element [kn/m] for slab thckness [mm] Short unt ZVX: Maxmal load capacty ZDX: Maxmal load capacty v Rd ± v Rd ZVX: Maxmal load capacty n one drecton ZDX: Maxmal load capacty n both drectons Concrete strength: C0/ C/0 Concrete strength: C0/ C/ Verfcatons for man slab load capacty (under consderaton of concrete com presson strut verfcaton) are ncluded n the load bearng capacty tables on pages 0 to. Wth some elements the maxmum load bearng capactes of the steel load capacty of the elements can be utlzed f a hgher concrete strength s selected or other geometrcal boundary condtons are present. The element load capacty v Rd,Element can be found on ths page. The concrete com presson strut must be verfed by the planner separately. 0 HALFEN HIT.-E 9

70 HALFEN HIT ISO-ELEMENT SUPERIOR PERFORMANCE HIT-SP ZVX, HIT-SP ZDX Load bearng capacty values accordng to EN 99-- (EC) wth CSB / 0 Desgn values v Rd,Element [kn/m] for slab thckness [mm] Bar dameter n [mm] ohne No CSB,00 B =.00 m Bemessungswerte Desgn values v Rd,Element [kn/m] for slab thckness [mm] ohne No CSB 0 Desgn values v Rd,Element [kn/m] for slab thckness [mm] Bar dameter n [mm] , 9. 9, , 9. 9, , 9, 9. B =,00.00 m B = 0,0 0.0 m B = 0, 0. m , 0. 0, 0. 9, 9. 9, 9.,.,. 0, 0. 0, ,.,.,.,.,., , ,9 0 0,9.9,9.9 9, , , 9. 9, 9.,.,. ohne No CSB 0, 0, 0, / 0 / B = 0. m B = 0. m B = 0. m Desgn values v Rd,Element [kn/m] for slab thckness [mm] ZVX: Maxmal load capacty v Rd ZDX: Maxmal load capacty ± v Rd Concrete strength: C0/ C/0 B =.00 m B =.00 m B = 0.0 m B = 0.0 m B = 0. m B = 0. m wth CSB / B = 0. m B = 0. m Desgn values v Rd,Element [kn/m] for slab thckness [mm] Bar dameter n [mm] Short unt Short unt ZVX: Maxmal load capacty ZDX: Maxmal load capacty v Rd ± v Rd , 9. 9, 9.,., ,.,.,, , , , 9. 9, 9. 9, 9. 9, 00 0.,., 9. 9,., 0 0., 9. 9, , 9, 9..,., 0 0.,.,.,., B = 0. m Verfcatons for man slab load capacty (under consderaton of concrete com presson strut verfcaton) are ncluded n the load bearng capacty tables on pages 0. Wth some elements the maxmum load bearng capactes of the steel load capacty of the elements can be utlzed f a hgher concrete strength s selected or other geometrcal boundary condtons are present. The element load capacty v Rd,Element can be found on ths page. The concrete com presson strut must be verfed by the planner separately HALFEN HIT.-E

71 HALFEN HIT INSULATED CONNECTION HIGH & SUPERIOR PERFORMANCE HIT-HP/SP ZVX, HIT-HP/SP ZDX Applcatonsbespele examples m n wall Wallquerschntt cross sectons Installaton dagram: Masonry cladded wth ETICS (external thermal nsulaton composte system) Installaton dagram: Sngle-leaf masonry wth balcony at man slab level 0cm The dmenson of the shear load bars has been optmzed. Durng nstallaton n man element slab the bars reman above the man element slab wth all HIT heghts. HIT-ZVX.0 m Applcatonsbespele examples / Dehnfugenanordnung Expanson jont placement n der Draufscht Applcaton : Expanson jont placement n lnear balcony connectons Expanson jont Installaton dagram: Star landng entrance to a buldng Star landng Installaton dagram: Double-leaf masonry wth balcony at man slab level Expanson jont Expanson jont Column Column Column Column Column. m HIT-ZVX Expanson jont Column Column Applcaton : Expanson jonts n a corner balcony. m 0 HALFEN HIT.-E

72 HALFEN HIT INSULATED CONNECTION HIGH & SUPERIOR PERFORMANCE HIT-HP/SP ZVX, HIT-HP/SP ZDX Applcaton : Expanson jont locaton for three-sde supported logga (wth CSB on the left or rght) no CSB HIT-ZVX HIT-ZVX oder HIT-ZDX Fll jont wth HIT FK Fller Tenson bars n lower layer. m HIT-ZVX Fll jont wth HIT FK Fller Tenson bars n lower layer HIT-ZVX Applcaton : Expanson jont for three-sde supported logga (left and rght sdes wthout CSB) no CSB Applcaton : Expanson jont for two-sde supported logga (left and rght sdes wthout CSB) no CSB Fll jont wth HIT FK Fller HIT-ZDX HIT-ZVX or HIT-ZDX Tenson bars n lower and upper layer.0 m Applcaton : Expanson jont locaton for two-sde supported logga (wth CSB on the left or rght) no CSB Fll jont wth HIT FK Fller HIT-ZDX. m HIT-ZVX Fll jont wth HIT FK Fller HIT-ZVX Tenson bars n lower layer.0 m HIT-ZVX 0 HALFEN HIT.-E

73 HALFEN HIT INSULATED CONNECTION HIGH & SUPERIOR PERFORMANCE HIT-HP/SP ZVX, HIT-HP/SP ZDX On-ste renforcement wth bent shear bars standard: = mm h = 0 0 mm slab 0 0 Dmensons n [mm] slab C/0 l s Transverse renforcement ➁ 0/0 l s HIT-Shear load bar (be mm wth load-bearng cross bar) Double-symmetrcal CSB Upper connectng renforcement, steel bars or mesh Lower connectng renforcement, steel bars or mesh Moments from eccentrc loads ➀ C0/ Moments resultng from an eccentrc load must be consdered when calculatng for HIT-HP/SP ZVX and ZDX wth CSB. The followng apples: Δ M Ed = V Ed t jont wth: t jont = 0.0 m (HIT-HP ZVX/ZDX) t jont = 0. m (HIT-SP ZVX/ZDX) On-ste transverse renforcement Longtudnal secton HIT-HP/SP ZVX wthout CSB HIT-HP/SP ZDX wthout CSB Plan vew HIT-HP/SP ZVX wthout CSB HIT-HP/SP ZDX wthout CSB Longtudnal secton Support Man slab l s Longtudnal secton wth straght shear bars standard: = mm mm (also avalable as a non-standard mm verson) h = 0 0 mm slab 0 0 slab C/0 U-bar A s,req, see pages 0 Transverse tensle renforcement Edge renforcement (mn. /0) HIT-HP/SP ZVX HIT-HP/SP ZDX HIT-HP/SP ZVX HIT-HP/SP ZDX l s ➁ 0/0 ➀ Transverse renforcement C0/ l s V Ed M=0 When placng the transverse renforcement n the balcony slab, each shear bar n the HIT Element (HP/SP ZVX or ZDX) must overlap wth an on-ste renforcement bar of the same dameter. The on-ste bar must extend to the opposte HIT Element where t must also over-lap wth the shear bars. Support t jont Man slab ΔM Ed 0 HALFEN HIT.-E

74 HALFEN HIT INSULATED CONNECTION HIGH & SUPERIOR PERFORMANCE HIT-HP/SP ZVX, HIT-HP/SP ZDX Installaton dagram a Shear load bar Applcaton Ø Ø Ø Ø b Shear load bar Applcaton Ø mn. Ø /0 Installaton of on-ste renforcement for the man slab On-ste renforcement as specfed by the structural engneer. Installaton of HIT Elements from above HIT-ZDX Elements wth bar dameters of, 0 or are symmetrcal and do not have a dedcated nstallaton drecton. F>> Ensure that the formwork s at the correct heght! Installaton of the on-ste renforcement, balcony sde Fxng of the shear bars to on-ste renforcement usng tyng wre. Pourng the concrete To ensure the HIT Elements are not dsplaced, pour and compact the concrete evenly. Freshly poured concrete balcony slab on support structure Further nstallaton dagrams for the types HIT-HP/SP ZVX and HIT-HP/SP ZDX can be found n the nstallaton nstructons avalable for download at our webste 0 HALFEN HIT.-E

75 HALFEN HIT INSULATED CONNECTION HIGH & SUPERIOR PERFORMANCE HIT-HP DD, HIT-SP DD For balcony slabs ncorporated n the man slab Transfers postve and negatve moments and shear forces HIT-HP DD Hgh Performance 0 mm nsulaton thckness HIT-SP DD Superor Performance 0 mm nsulaton thckness HIT-ZDX wthout CSB REI 0 HIT-DD Applcaton: Contnuous slab type-tested HIT-DD Content Type Page Product types / Load range HIT-HP DD, HIT-SP DD Load bearng capacty values HIT-HP DD, HIT-SP DD Maxmum load capactes HIT-HP DD, HIT-SP DD Product descrpton HIT-HP DD, HIT-SP DD Installaton dagram HIT-HP DD, HIT-SP DD 0 HALFEN HIT.-E

76 HALFEN HIT INSULATED CONNECTION HIGH & SUPERIOR PERFORMANCE HIT-HP DD, HIT-SP DD Load range All types are avalable wth shear load bar dameters mm, mm, 0 mm or mm. Possble combnatons of support elements Element wdth B = cm No. tenson /compresson bars n TB Number of shear load bars n SB Element wdth B = 0 cm Number of tenson /compresson bars n TB Number of shear load bars n SB Element wdth B = 00 cm Number of tenson /compresson bars n TB 0 Number of shear load bars n SB Load bearng capacty values for selected element can be found on pages 0 = HP and SP The complete type-tested load class range for concrete grades C0/ and C/0 can be downloaded at Basc types Orderng example HIT- HP DD HIT- HP DD - xx yy - hh - bbb - cc - dd Type descrpton Product group Insulaton thckness 0 mm (HP) 0 mm (SP) Connecton type No. tenson/compresson bars No. shear load bars on each sde Element heght [cm] Element wdth [cm] Upper concrete cover [mm] Dameter shear load bars [mm] The followng combnatons of shear load bar SB (shear bars) and tenson load bar TB are possble: HIT Custom solutons Our techncal support team s avalable to provde support n your project wth custom solutons usng HALFEN HIT Insulated connectons Contact: see nsde back cover Possble slab thckness h Lower concrete cover: 0 mm / upper concrete cover: 0, mm Dameter of the shear load bars [mm] Possble man slab heghts h [cm] Lower concrete cover: 0 mm / upper concrete cover: 0 mm Dameter of the shear load bars [mm] Possble man slab heghts h [cm] HALFEN HIT.-E

77 HALFEN HIT ISO-ELEMENT HIGH PERFORMANCE HIT-HP DD Decodng the type selecton: HIT-HP DD, tenson/compresson bars Number of tenson/compresson bars xx Concrete cover [mm] 0 0 Concrete strength: C0/ C/0: Desgn values m Rd [knm/m] for slab thckness [mm] Specfcatons thckness: cm Concrete strength: C0/ Concrete cover: mm Moment bearng capacty ± m Rd Number of tenson/compresson bars xx Concrete cover [mm] 0 0 Concrete strength: C0/ C/0: Desgn values m Rd [knm/m] for slab thckness [mm] Bendng moment: Shear load*: *Determne the shear load bars for HIT-HP DD see tables on page m Rd 0. knm/m v Rd. kn/m Load bearng capacty values accordng to EN 99-- (EC) Calculated number of tenson/compresson bars (xx): 0 Calculated number of shear load bars (yy)*: 0 Compled type descrpton: HIT-HP DD-00* > 0 On request, please contact the HALFEN Techncal Team; nformaton can be found at the back of the catalogue. 0 0 HALFEN HIT.-E

78 HALFEN HIT ISO-ELEMENT HIGH PERFORMANCE HIT-HP DD Load bearng capacty values accordng to EN 99-- (EC) Number of shear bars yy Rebar dameter dd 0 mm mm Concrete cover [mm] 0 0 Desgn values v Rd [kn/m] for slab thckness [mm] Number of shear bars yy Rebar dameter dd mm mm Concrete cover [mm] 0 0 Desgn values v Rd [kn/m] for slab thckness [mm] Shear load capacty ± v Rd Concrete strength: C0/ C/ To utlze the element load capacty of the HIT Elements see table on page All requred verfcatons have already been consdered. The adjacent connectng elements must be verfed by the planner. Most of the elements are also avalable n or 0 cm lengths. For further detals on load bearng capactes please contact our techncal support team see nsde back cover for contact detals. 0 HALFEN HIT.-E

79 HALFEN HIT ISO-ELEMENT SUPERIOR PERFORMANCE HIT-SP DD Ablesebespel Decodng the type Typenermttlung: selecton: HIT-SP HIT-SP DD, DD, tenson/compresson Zug-/Druckstäbe bars Number of tenson/compresson bars xx Concrete cover [mm] 0 0 Concrete strength: C0/ C/0: Desgn values m Rd [knm/m] for slab thckness [mm] Specfcatons thckness: cm Concrete strength: C/0 Concrete cover: mm Bendng moment: Shear load*: *Determne the shear load bars for HIT-SP DD see tables on page 0 Moment bearng capacty ± m Rd m Rd 0. knm/m v Rd. knm/m Load bearng capacty values accordng to EN 99-- (EC) Calculated no. of tenson/compresson bars (xx): 0 Calculated no. of shear load bars (yy)*: 0 Compled type descrpton: HIT-SP DD-00* Number of tenson/compresson bars xx Concrete cover [mm] 0 0 Concrete strength: C0/ C/0: Desgn values m Rd [knm/m] for slab thckness [mm] > 0 On request, please contact our techncal support team; contact nformaton can be found at the back of the catalogue. 0 HALFEN HIT.-E 9

80 HALFEN HIT ISO-ELEMENT SUPERIOR PERFORMANCE HIT-SP DD Load bearng capacty values accordng to EN 99-- (EC) Number of shear bars yy Rebar dameter dd mm mm Concrete cover [mm] 0 0 Desgn values v Rd [kn/m] for slab thckness [mm] Number of shear bars yy Rebar dameter dd 0 mm mm Concrete cover [mm] 0 0 Desgn values v Rd [kn/m] for slab thckness [mm] Shear load capacty n both drectons Concrete strength: C0/ C/ To utlze the element load capacty of the HIT Elements see table on page All requred verfcatons have already been consdered. The adjacent connectng elements must be verfed by the planner. Most of the elements are also avalable n or 0 cm lengths. For further detals on load bearng capactes please contact our techncal support team see nsde back cover for contact detals. 0 0 HALFEN HIT.-E

81 HALFEN HIT INSULATED CONNECTION HIGH & SUPERIOR PERFORMANCE HIT-HP DD, HIT-SP DD Shear load capacty as maxmal load capacty based on steel load capacty Maxmal load capacty ± v Rd Number of shear bars yy Rebar dameter dd 0 mm mm Concrete cover [mm] 0 0 Desgn values v Rd,Element [kn/m] for slab thckness [mm] Number of shear bars yy Rebar dameter dd 0 mm mm Concrete cover [mm] 0 0 Desgn values v Rd,Element [kn/m] for slab thckness [mm] Maxmal load capacty ± v Rd Verfcatons for man slab load capacty (under consderaton of concrete com presson strut verfcaton) are ncluded n the load bearng capacty tables on pages 0. Wth some elements the maxmum load bearng capactes of the steel load capacty of the elements can be utlzed f a hgher concrete strength s selected or other geometrcal boundary condtons are present. The concrete com presson strut must be verfed by the planner separately. 0 HALFEN HIT.-E

82 HALFEN HIT INSULATED CONNECTION HIGH & SUPERIOR PERFORMANCE HIT-HP DD, HIT-SP DD Product descrpton Cross sectons (typcal applcatons) HIT-HP DD Hgh Performance 0*/0*/0* h 0 Dmensons n [mm] 0*/0*/0* h 0 0 / / Dmensons n [mm] 0 HIT-SP DD Superor Performance 0 / / 0 0 On-ste renforcement: Dameter and strrup spacng s dependent on V Ed [kn/m] Strrup spacng s / bar dameter [mm] 0 Applcaton examples 00 / / 0 / 0 00 / / 0 / 0 / 0 / 0 / 0 SB: / / 0 / 0 TB: 00 / / 0 / 0 00 / / 0 / 90 / 0 / 0 / 90 SB: / / 0 / 0 TB: s cm 9.9 kn/m. kn/m.0 kn/m s 0 cm. kn/m 09.0 kn/m.0 kn/m s cm.0 kn/m.0 kn/m.0 kn/m s 0 cm.0 kn/m 9.0 kn/m.0 kn/m 0 0 Tenson-/compresson bars ( mm) Shear bars ( mm, mm, 0 mm, mm) Tenson bar box (TB-Box) Shear bar box Installaton bar, (structural) ( mm) * smallest avalable element heght, dependng on shear bar dameter: see table Possble slab thckness h (page ) Vertcal hanger renforcement*: mn. A s,req = Sngle axs tensoned man slab Centrally supported cantlevered balcony For balcony slabs ncorporated wthn a man slab, (contnuous Wth varable load stuatons (see q Ed, and q Ed, ) postve man slab) e. g. a logga. The nsulated connecton transfers and negatve moments and shear forces n the balcony postve moments, negatve moments and shear forces. connecton are to be expected. V Ed f yd * n addton: horzontal transverse tensle renforcement ncludng end anchorage of at least mm HIT-ZVX no CSB HIT-FK (REI 0) tenson bars n lower layer HIT-DD q Ed, Column q Ed, 0 HALFEN HIT.-E

83 HALFEN HIT INSULATED CONNECTION HIGH & SUPERIOR PERFORMANCE HIT-HP DD, HIT-SP DD Installaton dagram Ø Ø Postonng the HIT Element from above The HIT-DD Element s symmetrcal; therefore both nstallaton drectons are correct Installng on-ste renforcement The on-ste renforcement must be placed as specfed by the structural engneer Fxng the tenson bars and the shear bars to on-ste renforcement usng tyng wre F>> Ensure the formwork s at the correct heght! Pour the concrete To ensure the HIT Elements are securly nstalled, pour and compact the concrete evenly. Ensure all HIT Elements are securely fxed. Freshly concreted balcony slab on supportng structure For further nstallaton nstructons please vst 0 HALFEN HIT.-E

84 HALFEN HIT INSULATED CONNECTION HIGH & SUPERIOR PERFORMANCE HIT-HP HT, HIT-SP HT Symmetrcal addtonal elements wth 0 mm and 0 mm nsulaton thckness Transfer of planned horzontal forces parallel and/or perpendcular to the nsulaton plane HIT HT HIT-MVX Applcaton: Cantlevered balcony HIT-HT HIT-ZVX HIT-HT HIT HT HIT-ZVX Applcaton: Smply supported balcony on columns HIT-HP HT Hgh Performance wth 0 mm nsulaton thckness HIT-SP HT Superor Performance wth 0 mm nsulaton thckness Applcaton: Smply supported balcony on columns REI 0 Content Type Page Product varatons / load bearng capactes HIT-HP HT, HIT-SP HT Product varatons / load bearng capactes HIT-HP HT, HIT-SP HT Product varatons / load bearng capactes HIT-HP HT, HIT-SP HT Postonng / jont spacngs HIT-HP HT, HIT-SP HT 0 HALFEN HIT.-E

85 HALFEN HIT INSULATED CONNECTION HIGH & SUPERIOR PERFORMANCE HIT-HP HT, HIT-SP HT Orderng example HIT- HP HT - hh - 00 HIT- SP HT - hh - 0 Type desgnaton Product group Jont spacng 0 mm (HP) or 0 mm (SP) Connecton type Element heght [cm] Element wdth [cm] Load bearng capactes and dmensons HIT-HP/SP HT Components Renforcement Shear bars Tenson-/ compresson bars Horzontal forces parallel to the nsulaton plane Element wdth B HIT-HP HIT-SP [mm] 00 0 Desgn values C0/ C/0 H Rd H Rd H Rd H Rd [kn/ element] [kn/ element] [kn/ element] [kn/ element] ±9.9 0 ±. 0 Vertcal secton HP/SP HT Top vew HIT-HP HT Top vew HIT-SP HT 0 B h Dmensons n [mm] HIT Type HP SP Insulaton thckness [mm] 0 0 Element wdth B [cm] 0 Possble HIT Element heght h [cm] 0 HALFEN HIT.-E

86 HALFEN HIT INSULATED CONNECTION HIGH & SUPERIOR PERFORMANCE HIT-HP HT, HIT-SP HT Orderng example HIT- HP HT - hh - 00 HIT- SP HT - hh - 0 Type desgnaton Product group Jont spacng 0 mm (HP) or 0 mm (SP) Connecton type Element heght [cm] Element wdth [cm] Load bearng capactes and dmensons Horzontal forces perpendcular to the nsulaton plane HIT-HP/SP HT Components Shear bars Renforcement Tenson-/ compresson bars 0 Element wdth B HIT-HP HIT-SP [mm] 00 0 Desgn values C0/ C/0 H Rd H Rd H Rd H Rd [kn/ element] [kn/ element] [kn/ element] [kn/ element] 0 ±. 0 ±. Vertcal secton HP/SP HT Top vew HIT-HP HT Top vew HIT-SP HT B h Dmensons n [mm] HIT Type HP SP Insulaton thckness [mm] 0 0 Element wdth B [cm] 0 Possble slab thckness h [cm] 0 HALFEN HIT.-E

87 HALFEN HIT INSULATED CONNECTION HIGH & SUPERIOR PERFORMANCE HIT-HP HT, HIT-SP HT Orderng example HIT- HP HT - hh - 00 HIT- SP HT - hh - 0 Type desgnaton Product group Jont spacng 0 mm (HP) or 0 mm (SP) Connecton type Element heght [cm] Element wdth [cm] Load bearng capactes and dmensons Horzontal forces parallel und perpendcular to the nsulaton plane HIT-HP/SP HT Components Renforcement Shear bars Tenson-/ compresson bars 0 Element wdth B HIT-HP HIT-SP [mm] 00 0 Desgn values C0/ C/0 H Rd H Rd H Rd H Rd [kn/ element] [kn/ element] Further values for load bearng capacty can be found on page 9 n the HIT-EQ secton. [kn/ element] [kn/ element] ±9.9 ±. ±. ±. Vertcal secton HP/SP HT Top vew HIT-HP HT Top vew HIT-SP HT 0 B h Dmensons n [mm] HIT Type HP SP Insulaton thckness [mm] 0 0 Element wdth B [cm] 0 Possble slab thckness h [cm] 0 HALFEN HIT.-E

88 HALFEN HIT INSULATED CONNECTION HIGH & SUPERIOR PERFORMANCE HIT-HP HT, HIT-SP HT Poston of the HIT-HT unts n the cross-secton of a wall n combnaton wth HIT Insulated connectons HIT-HP/SP HT n combnaton wth HIT-HP/SP MVX HIT-HP/SP HT n combnaton wth HIT-HP/SP ZVX or HIT-HP/SP ZDX Jont spacngs Expanson jonts must be planned n external concrete components (balcony slabs) at a rght angle to the nsulaton lne of the HIT Elements to account for temperature fluctuaton. The jont spacng n straght, cant - levered balcony slabs must not exceed the maxmum allowable expanson jont spacng of. m. In balcony constructon usng HIT-HP/SP HT and HT elements the maxmum spacng of HIT-HT elements must be lmted to./ m =. m. HALFEN HIT-HT Elements complement the HIT Product range and are used n combnaton wth HIT Insulated connectons. Sngle-leaf masonry wth balcony at man slab level.m Double-leaf masonry wth balcony at man slab level Expanson jont Expanson jont Refer to the nstallaton nstructons for nstallaton methods, download at HIT-HP/SP elements HIT-HP/SP elements Expanson jont HIT-HT Expanson jont HIT-HT Expanson jont dowelng, e.g. HALFEN HSD Set 0 HALFEN HIT.-E

89 HALFEN HIT INSULATED CONNECTION HIGH & SUPERIOR PERFORMANCE HIT-HP EQ, HIT-SP EQ Symmetrcal complementary elements wth nsulaton thckness 0 mm or 0 mm for earthquake-zone applcaton Transfer of planned horzontal forces parallel or perpendcular to the nsulaton plane Transfer of lftng moments HIT-HP EQ Hgh Performance wth 0 mm nsulaton thckness HIT-SP EQ Superor Performance wth 0 mm nsulaton thckness H Rd HIT-EQ HIT-MVX H Rd Applcaton: Cantlevered balcony REI 0 M Rd Content Type Page Product varatons / load bearng capactes HIT-HP EQ, HIT-SP EQ 90 Product varatons / load bearng capactes HIT-HP EQ, HIT-SP EQ 9 Postonng / jont spacngs HIT-HP EQ/EQ, HIT-SP EQ/EQ 9 0 HALFEN HIT.-E 9

90 HALFEN HIT INSULATED CONNECTION HIGH & SUPERIOR PERFORMANCE HIT-HP EQ, HIT-SP EQ Orderng example HIT- HP EQ - hh - 00 HIT- SP EQ - hh - 0 Type desgnaton Product group Jont spacng 0 mm (HP) or 0 mm (SP) Connecton type Element heght [cm] Element wdth [cm] Load bearng capactes and dmensons Horzontal forces parallel and perpendcular to the nsulaton plane HIT-HP/SP EQ Components Renforcement Shear bars Tenson / compresson bars Element wdth B HIT-HP HIT-SP [mm] 00 0 Desgn values C0/ C/0 H Rd H Rd H Rd H Rd [kn/ element] [kn/ element] [kn/ element] M Rd page 9 Load bearng capacty values for lftng moments are on page 9 of ths catalogue. [kn/ element] ±. ±. ±. ±9. h B Vertcal secton HP/SP EQ Top vew HIT-HP EQ Top vew HIT-SP EQ Dmensons n [mm] HIT Type HP SP Insulaton thckness [mm] 0 0 Element wdth B [cm] 0 Possble slab thckness h [cm] 90 0 HALFEN HIT.-E

91 HALFEN HIT INSULATED CONNECTION HIGH & SUPERIOR PERFORMANCE HIT-HP EQ, HIT-SP EQ Orderng example HIT- HP EQ - hh - 00 HIT- SP EQ - hh - 0 Type desgnaton Product group Jont spacng 0 mm (HP) or 0 mm (SP) Connecton type Element heght [cm] Element wdth [cm] Load bearng capactes and dmensons Horzontal forces parallel and perpendcular to the nsulaton plane HIT-HP/SP MZ-EQ Components Renforcement Shear bars Tenson-/ compresson bars Element wdth B HIT-HP HIT-SP [mm] 00 0 Desgn values C0/ C/0 H Rd H Rd H Rd H Rd [kn/ element] [kn/ element] [kn/ element] M Rd page 9 Load bearng capacty values for lftng moments are on page 9 of ths catalogue. [kn/ element] ±. ±. ±. ±9. h B Vertcal secton HP/SP EQ Top vew HIT-HP EQ Top vew HIT-SP EQ Dmensons n [mm] HIT Type HP SP Insulaton thckness [mm] 0 0 Element wdth B [cm] 0 Possble slab thckness h [cm] 0 HALFEN HIT.-E 9

92 HALFEN HIT INSULATED CONNECTION HIGH & SUPERIOR PERFORMANCE HIT-HP EQ, HIT-SP EQ Poston of the combned HIT-EQ elements n the cross-secton of a wall Monolthc masonry wth balcony at man slab level HIT-HP/SP EQ n combnaton wth HIT-HP/SP MVX Jont spacngs HALFEN HIT-EQ Elements complement the HIT Product range and are only to be used n combnaton wth HIT connecton elements of types HIT-MVX. Expanson jonts must be provded to lmt the effect of temperature fluctuaton n the external concrete components at a rght angle to the nsulaton lne of the HIT Elements..m HIT-HP/SP Expanson jont In straght, cantlevered balcony slabs the dstance between jonts must not exceed the maxmum expanson jont spacng of. m. HIT-EQ.m HIT-HP/SP Expanson jont dowel, e.g. HALFEN HSD Set Double-leaf masonry wth balcony at man slab level Expanson jont Expanson jont slabs desgned wth HIT-HP/ HIT-SP EQ and EQ elements must have a maxmum edge to edge spacng of./ =. m. 9 0 HALFEN HIT.-E

93 HALFEN HIT INSULATED CONNECTION HIGH & SUPERIOR PERFORMANCE HIT-HP EQ, HIT-SP EQ Load bearng capacty values accordng to EN 99-- (EC) Lftng moment Type HIT-HP EQ HIT-SP EQ Concrete cover [mm] 0 0 Desgn values M Rd [knm/element] for slab thckness [mm] EQ Concrete strength: C0/ C/ > 0 Avalable on request. See back of catalogue for contact nformaton. EQ 0 0 Lftng moment +M Rd only n combnaton wth HIT-MVX elements 0 HALFEN HIT.-E 9

94 HALFEN HIT INSULATED CONNECTION HIGH & SUPERIOR PERFORMANCE HIT-FT, HIT- OT, HIT-AT Parapet Insulated connectons to form a thermal barrer between the man slab and a parapet or a corbelled parapet Transfer of normal forces as well as postve and negatve shear forces and bendng moments Applcaton: Floor slab wth parapet HIT-HP AT Hgh Performance wth 0 mm nsulaton thckness HIT-SP AT Superor Performance wth 0 mm nsulaton thckness Applcaton: Floor slab wth hgh parapet or corbelled parapet Content Type Page Product varatons / Load range HIT-HP AT, HIT-SP AT 9 Product descrpton HIT-HP AT, HIT-SP AT 9 Calculaton tables / Load bearng capacty values HIT-HP AT, HIT-SP AT 9 Desgn example HIT-HP AT, HIT-SP AT 00 On-ste renforcement HIT-HP AT, HIT-SP AT 0 Corbelled parapet REI HALFEN HIT.-E

95 HALFEN HIT INSULATED CONNECTION HIGH & SUPERIOR PERFORMANCE HIT-HP AT, HIT-SP AT Product types Load range Possble combnatons of shear bars and tenson/compresson loops are shown n the table below; ncludes usng both HP and SP types of HIT Elements. Possble combnatons of structural elements Element wdth B = cm Number of tenson/compresson loops mm Number of shear bars n both drectons Type AT AT Applcable parapet heghts H (wthout jont) cm 0 cm = HP and SP Orderng example HIT - HP AT HIT - SP AT Type desgnaton Product group Jont spacng 0 mm (HP) or 0 mm (SP) Connecton type Number of tenson/compresson loops per sde Number of shear bars Element heght h [cm] Element wdth B [cm] Possble parapet wdth h B = 0 Parapet H h B The llustraton shows an applcaton where the parapet wdth s dentcal to the heght h of the HIT-AT Element. Possble slab thckness h [cm] * Slab heght 0 mm *Load bearng capacty values for slab heghts > cm avalable on request 0 HALFEN HIT.-E 9

96 HALFEN HIT INSULATED CONNECTION HIGH & SUPERIOR PERFORMANCE HIT-HP AT, HIT-SP AT Product descrpton Cross sectons and Top vews Cross secton: HIT-HP AT Cross secton: HIT-SP AT Top vew: HIT-HP/SP AT bar spacngs Dmensons n [mm] Dmensons n [mm] HIT-HP AT HIT-SP AT 0 0 HIT-HP/SP AT bar spacngs Tenson/compresson loops: mm, B00B NR Shear bars: mm, B00B NR Dmensons n [mm] Tenson/compresson loops: mm, B00B NR Shear bars: mm, B00B NR 9 0 HALFEN HIT.-E

97 HIT-HP DD-AT M Rd [knm/element] für Elementhöhe h [mm] N Rd [kn/element] ±, ±, ±, ±, ±,0 ±, ±, ±, 0 ±, ±, ±,9 ±, ±, ±, ±, ±, 0 ±, ±, ±, ±,9 ±,0 ±,9 ±, ±, 0 ±, ±, ±, ±,0 HALFEN HIT INSULATED CONNECTION HIGH & SUPERIOR PERFORMANCE HIT-HP AT, HIT-SP AT Structural system Sgn conventon for calculaton Desgn secton 0 + V Ed +NEd +M Ed HIT-AT Top vew: Roof slab wth connected parapet +NEd +M Ed V Ed 0 Roof slab 0 HIT-AT HIT-AT HIT-AT a = axal spacng accordng to structural requrements Determnng the axal spacng a on-ste thermal nsulaton or fller HIT-FK (REI 0) Desgn secton Calculaton of the maxmum element spacng of the HIT-AT unts s dependent on the effect of moment ±m Ed [knm/m], the normal force n Ed [kn/m] and the shear load ±v Ed [kn/m] Step : Step : Step : Determne the relatonshp (rato) of the actng loads n Ed /m Ed [/m] Wth n Ed /m Ed ; select N Rd from the Calculaton tables dependng on the element heght h and the HIT-AT product type (AT or AT). Intermedate values may be lnearly nterpolated. Select the value for V Rd n the table Load bearng capacty values for the respectve HIT-AT varant dependng on the element heght h, of the selected product type, HIT-AT or HIT-AT, and the shear load. Step : Calculate the element spacng a. a max, = N Rd /n Ed [m] a max, = V Rd /v Ed [m] a = mn (a max, ; a max, ) Step : (optonal) Parapet Check the calculated load bearng capactes (per element). n Ed a = N Ed N Rd m Ed a = M Ed M Rd v Ed a = V Ed V Rd HIT-AT Dmensons n [mm] see table (page 9 99) N 0 HALFEN HIT.-E 9

98 HALFEN HIT INSULATED CONNECTION HIGH PERFORMANCE HIT-HP AT Calculaton tables N Calculaton tables Element heght h [mm] HIT-HP AT n Ed /m Ed [/m] N Rd [kn/element] Load bearng capacty values accordng to EN 99-- (EC) V Rd n both drectons HIT-HP AT M Rd s dependent on N Rd HIT-HP AT V Rd [kn/element] for element heght h [mm] HIT-HP AT-00-hh-0 ±. ±. ±.9 HIT-HP AT-00-hh-0 ±. ±. ±. M Rd [knm/element] for element heght h [mm] N Rd [kn/element] ±. ±.0 ±. ±. ±. ±. ±. ±. 0 ±.0 ±. ±.9 ±. ±. ±. ±. ±. 0 ±. ±. ±. ±. ±. ±. ±. ±. 0 ±.0 ±. ±. ±. Concrete strength: Parapet C/0 C0/ Concrete strength: Parapet C/0 C0/ HIT-HP AT HIT-HP AT M Rd [knm/element] for element heght h [mm] 0 Element heght h [mm] HIT-HP AT n Ed /m Ed [/m] N Rd [kn/element] Load bearng capactes for slab thcknesses > cm are avalable on request. See nsde back cover for contact nformaton. 0 V Rd [kn/element] for element heght h [mm] HIT-HP AT-00-hh-0 ±.9 ±. ±0. HIT-HP AT-00-hh-0 ±. ±. ±0. N Rd [kn/element] ±. ±. ±. ±. ±.0 ±. ±. ±. 0 ±. ±. ±.9 ±. ±. ±. ±. ±. 0 ±. ±. ±. ±.9 ±.0 ±.9 ±. ±. 0 ±. ±. ±. ± HALFEN HIT.-E

99 HALFEN HIT INSULATED CONNECTION SUPERIOR PERFORMANCE HIT-SP AT Calculaton tables Load bearng capacty values accordng to EN 99-- (EC) N Calculaton tables Element heght h [mm] HIT-SP AT n Ed /m Ed [/m] N Rd [kn/element] V Rd n both drectons HIT-SP AT M Rd s dependent on N Rd HIT-SP AT V Rd [kn/element] for element heght h [mm] HIT-SP AT-00-hh-0 ±. ±.9 ±. HIT-SP AT-00-hh-0 ±0. ±. ±. M Rd [knm/element] for element heght h [mm] N Rd [kn/element] ±.0 ±. ±.9 ±. ±. ±. ±. ±. 0 ±. ±. ±. ±. ±. ±. ±. ±.9 0 ±.0 ±. ±. ±. ±0. ±0.9 ±. ±.0 0 ±0. ±0. ±0. ±0. Concrete strength: Parapet C/0 C0/ HIT-SP AT Element heght h [mm] Concrete strength: Parapet C/0 C0/ n Ed /m Ed [/m] N Rd [kn/element] Load bearng capactes for slab thcknesses > cm are avalable on request. See nsde back cover for contact nformaton. HIT-SP AT HIT-SP AT M Rd [knm/element] for element heght h [mm] 0 V Rd [kn/element] for element heght h [mm] HIT-SP AT-00-hh-0 ±. ±. ±. HIT-SP AT-00-hh-0 ±.0 ±.0 ±. N Rd [kn/element] ±. ±. ±. ±. ±. ±. ±.0 ±.9 0 ±.9 ±. ±. ±. ±. ±. ±. ±.9 0 ±. ±. ±.9 ±. ±. ±.9 ±. ±.0 0 ±.9 ±. ±. ±. 0 HALFEN HIT.-E 99

100 HALFEN HIT INSULATED CONNECTION HIGH & SUPERIOR PERFORMANCE HIT-HP AT, HIT-SP AT Desgn example Planned: Jont wdth cm HIT-SP AT Requred: Axal spacng a [m] of the elements (see page 9) Assumed: H =.0 m b A = h = 0.0 m h I = 0. m Determnng the loads g d = H b A concrete G g d =.0 m 0.0 m kn/m³. = 9. kn/m Assumpton: w k = wnd pressure + wnd sucton =. kn/m² ( To smplfy calculaton the parapet heght s assumed to be the same on both sdes; wnd load / left = wnd load / rght ) w d = w k (H + h I + 0.0) Q w d =. kn/m². m. =.0 kn/m k = (0.0 m + h I + H) 0. k = (0.0 m + 0. m +.0 m) 0. = 0. m Determnng the axal spacng n Ed = 9. kn/m m Ed =.0 kn/m 0. m =. knm/m v Ed =.0 kn/m Step : Step : n Ed /m Ed = 9./. =.00 [/m] N Rd =. kn/element Step : V Rd = ±. kn/element (for HIT-SP AT ) Step : a max =./ 9. =. m a max =./.0 =. m w k b A h Desgn secton g H h l (0/0) 0mm Method / sgn conventon: see page 9 a =. m Step : N Ed = 9.. =.0 kn/element M Ed =.. =. knm/element < M Rd =. knm/element V Ed =.0. =.0 kn/element < V Rd =. kn/element HIT-SP AT wth a maxmum spacng of. m. N 00 0 HALFEN HIT.-E

101 HALFEN HIT INSULATED CONNECTION HIGH & SUPERIOR PERFORMANCE HIT-HP AT, HIT-SP AT On-ste renforcement HIT-AT Edge dstances Edge dstance The HIT-AT Element can be nstalled flush wth the concrete edge at the end of the parapet. The mnmal dstance from the sde edge of the man concrete slab to the HIT-AT s mm. U-bar mn. / cm n per HIT-AT Element (see table) U-bar mn. / cm as on-ste connectng renforcement 0 00 HIT-HP AT Number n connectng bars HIT-HP AT HIT-HP AT HIT-SP AT Number n connectng bars HIT-SP AT HIT-SP AT Parapet Attka Man Deckeslab a 0 0 An nstallaton dagram can be found on our webste; 0 HALFEN HIT.-E 0

102 HALFEN HIT INSULATED CONNECTION HIGH & SUPERIOR PERFORMANCE HIT-HP FT, HIT-SP FT Thermal nsulated connectons for applcaton between the man slab and corbelled parapet Transfer of normal forces as well as shear forces and bendng moments Corbelled parapet Cross secton: Floor slab wth corbelled parapet and thermal nsulatng masonry HIT-HP FT HIT- SP FT Corbelled parapet Hgh Performance wth 0 mm nsulaton thckness Superor Performance wth 0 mm nsulaton thckness Cross secton: Floor slab wth corbelled parapet and external thermal nsulaton composte system REI 0 Content Type Page Product varatons / Load range HIT-HP FT, HIT-SP FT 0 Product descrpton HIT-HP FT, HIT-SP FT 0 Calculaton tables / Load bearng capacty values HIT-HP FT, HIT-SP FT 0 On-ste renforcement HIT-HP FT, HIT-SP FT HALFEN HIT.-E

103 HALFEN HIT INSULATED CONNECTION HIGH & SUPERIOR PERFORMANCE HIT-HP FT, HIT-SP FT Product types Load range Lsted n the table below are possble combnatons of shear bars and tenson/compresson loops; ths ncludes HIT Elements type HP and SP. HIT-FT: Possble combnatons of structural elements Element wdth B = cm Number of shear bars n one drecton = HP and SP HIT-FT: Possble combnatons of structural elements Element wdth B = cm Number of shear bars n both drectons = HP and SP Orderng example HIT - HP FT HIT - SP FT Type desgnaton Product group Jont spacng 0 mm (HP) or 0 mm (SP) Connecton type Number of tenson/compresson loops Number of shear bars per sde Element heght h [cm] Element wdth B [cm] Number of tenson/compresson loops Number of tenson/compresson loops h B HIT-FT HIT-FT Corbelled parapets, avalable wdths Possble slab thckness h [cm] * Corbelled parapets, wdth [cm] *Load bearng capactes for slab thcknesses > cm avalable on request 0 HALFEN HIT.-E 0

104 HALFEN HIT INSULATED CONNECTION HIGH & SUPERIOR PERFORMANCE HIT-HP FT, HIT-SP FT Product descrpton Cross sectons and top vews Cross secton: HIT-HP FT Dmensons n [mm] Cross secton: HIT-SP FT Dmensons n [mm] 0 0 Top vew: HIT-HP/SP FT Bar spacngs HIT-HP/SP FT Bar spacngs Shear bars Shear bars HIT-HP FT HIT-SP FT Dmensons n [mm] Tenson/compresson loops: mm, B00B NR Shear bars: mm, B00B NR, wth type HIT-FT only n one drecton 0 0 HALFEN HIT.-E

105 HIT-HP DD-AT M Rd [knm/element] für Elementhöhe h [mm] N Rd [kn/element] ±, ±, ±, ±, ±,0 ±, ±, ±, 0 ±, ±, ±,9 ±, ±, ±, ±, ±, 0 ±, ±, ±, ±,9 ±,0 ±,9 ±, ±, 0 ±, ±, ±, ±,0 HALFEN HIT INSULATED CONNECTION HIGH & SUPERIOR PERFORMANCE HIT-HP FT, HIT-SP FT Structural system Sgn conventon for calculaton +M Ed +N Ed HIT-FT Dmensons n [mm] 0 +V Ed Determnng of axal spacng a Top vew: wth attached corbelled parapet Calculaton of the maxmum element spacng of the HIT-FT unts s dependent on the effect of moment ±m Ed [knm/m], the normal force n Ed [kn/m] and the shear load ±v Ed [kn/m] Step : Step : Step : Step : Desgn secton Determne the relatonshp (rato) of the actng loads n Ed /Im Ed I [/m] Wth n Ed /Im Ed I select N Rd from the Calculaton tables, dependng on the element heght h and the HIT-AT product type (HIT-FT or HIT-FT). Intermedate values may be lnearly nterpolated. 0 HIT-FT HIT-FT HIT-FT Select the value for V Rd n the table Load bearng capacty values for the respectve HIT-AT varant dependng on the element heght h, the concrete strength class and the shear load n the man slab. Calculate the element spacng a a max, = N Rd /n Ed [m] a max, = V Rd /v Ed [m] a = mn (a max, ; a max, ) Step : Check the calculated load bearng capactes (per element). (optonal) n Ed a = N Ed N Rd m Ed a = M Ed M Rd v Ed a = V Ed V Rd a 0 0 Corbelled parapet Fller HIT-FK (REI 0) = axal spacng accordng to structural requrements see table (page 0 f.) N 0 HALFEN HIT.-E 0

106 HALFEN HIT INSULATED CONNECTION HIGH PERFORMANCE Calculaton tables Load bearng capacty values accordng to EN 99-- (EC) N Calculaton tables HIT-HP FT HIT-HP FT V Rd n one drecton HIT-HP FT M Rd s dependent on N Rd HIT-HP FT HIT-HP FT +N Rd * [kn/element] Element heght h [mm] n Ed / m Ed [/m] Load bearng capactes for slab thcknesses > cm are avalable on request. See nsde back cover for contact nformaton. V Rd [kn/element] for element heght h [mm] HIT-HP FT-00-hh HIT-HP FT-00-hh M Rd [knm/element] for element heght h [mm] +N Rd * [kn/element] ±0. ±0. ±0. ±0. 0 ±.0 ±. ±. ±. 0 ±. ±. ±. ±. 0 ±.0 ±. ±.9 ±.0 0 ±. ±. ±. ±.9 ±. ±. ±.0 ±. 0 ±.0 ±. ±. ±. ±. ±.0 ±. ±. 0 ±. ±. ±. ±. ±. ±. ±. ±. Concrete strength parapet: C/0 Concrete strength, man slab: C0/ HIT-HP FT HIT-HP FT * Sgn conventon see page 0 V Rd n both drectons N Rd * [kn/element] Element heght h [mm] parapet: C/0 man slab: C0/ C/0 0 n Ed / m Ed [/m] HIT-HP FT HIT-HP FT HIT-HP FT 0 V Rd [kn/element] for element heght h [mm] HIT-HP FT-00-hh-0 ±. ±. ±.0 ±. ±. ±0. HIT-HP FT-00-hh-0 ±0. ±0. ±. ±. ±.0 ±.0 Concrete strength parapet: C/0 Concrete strength, man slab: C0/ M Rd [knm/element] for element heght h [mm] N Rd * [kn/element] ±. ±. ±.0 ±. ±. ±.0 ±. ±. 0 ±.0 ±. ±. ±.9 ±. ±. ±.0 ±. 0 ±. ±. ±. ±.0 ±. ±. ±. ±. 0 ±.0 ±. ±.9 ±. ±. ±. ±. ±. 0 ±. ±. ±. ±. ±. ±. ±.9 ±. 0 ±.0 ±. ±. ±. 0 0 HALFEN HIT.-E

107 HALFEN HIT INSULATED CONNECTION SUPERIOR PERFORMANCE HIT-SP FT Calculaton tables Load bearng capacty values accordng to EN 99-- (EC) N Calculaton tables HIT-SP FT HIT-SP FT V Rd n one drecton HIT-SP FT M Rd s dependent on N Rd HIT-SP FT HIT-SP FT +N Rd * [kn/element] Element heght h [mm] n Ed / m Ed [/m] Load bearng capactes for slab thcknesses > cm are avalable on request. See nsde back cover for contact nformaton. V Rd [kn/element] for element heght h [mm] HIT-SP FT-00-hh HIT-SP FT-00-hh M Rd [knm/element] for element heght h [mm] +N Rd * [kn/element] ±0. ±0. ±0. ±0. 0 ±.0 ±. ±. ±. 0 ±. ±. ±. ±. 0 ±.0 ±. ±.9 ±.0 0 ±. ±. ±. ±.9 ±. ±. ±.0 ±. 0 ±.0 ±. ±. ±. ±. ±.0 ±. ±. 0 ±. ±. ±. ±. ±. ±. ±. ±. Concrete strength parapet: C/0 Concrete strength, man slab: C0/ HIT-SP FT HIT-SP FT * Sgn conventon see page 0 V Rd n both drectons N Rd * [kn/element] Element heght h [mm] parapet: C/0 man slab: C0/ C/0 0 n Ed / m Ed [/m] HIT-SP FT HIT-SP FT HIT-SP FT 0 V Rd [kn/element] for element heght h [mm] HIT-SP FT-00-hh-0 ±. ±.0 ±.9 ±.0 ±.0 ±. HIT-SP FT-00-hh-0 ±. ±9. ±9. ±. ±. ±. Concrete strength parapet: C/0 Concrete strength, man slab: C0/ M Rd [knm/element] for element heght h [mm] N Rd * [kn/element] ±.0 ±. ±. ±.9 ±. ±. ±.9 ±. 0 ±. ±.0 ±. ±.0 ±. ±. ±. ±. 0 ±.9 ±. ±. ±. ±. ±. ±. ±. 0 ±. ±. ±. ±. ±. ±. ±. ±. 0 ±0.9 ±. ±. ±. ±0. ±0. ±.0 ±0. 0 ±0. ±0. ±0. ±0. 0 HALFEN HIT.-E 0

108 HALFEN HIT INSULATED CONNECTION HIGH & SUPERIOR PERFORMANCE HIT-HP FT, HIT-SP FT On-ste renforcement HIT-FT Dmensons n [mm] Edge dstances Edge dstances n pro HIT-FT Element (see table) U-bar mn. / cm as on-ste connectng renforcement, The HIT-FT Element can be nstalled flush wth the concrete edge at the end of the parapet. The mnmal dstance from the sde edge of the man concrete slab to the HIT-FT s mm. 0 a HIT Type HIT-HP FT HIT-HP FT HIT-SP FT HIT-SP FT Corbelled parapet 00 Number of shear bars 9 Number n connectng bars 0 An nstallaton dagram can be found on our webste Dmensons n [mm] 0 0 HALFEN HIT.-E

109 HALFEN HIT INSULATED CONNECTION HIGH & SUPERIOR PERFORMANCE HIT-HP MV-OTX, HIT-SP MV-OTX Thermal nsulated connectons for applcaton between the man slab and a corbel Transfer of normal forces and also of shear forces Corbel Wall Applcaton: Floor slab supportng a brckwork façade HIT-HP OTX Hgh Performance wth 0 mm nsulaton thckness HIT-SP OTX Superor Performance wth 0 mm nsulaton thckness Corbel Wall CSB Applcaton: Floor slab wth a contnuous fasca/corbel REI 0 Content Type Page Product varatons / Load range HIT-HP OTX, HIT-SP OTX 0 Product descrpton HIT-HP OTX, HIT-SP OTX Load bearng capacty values HIT-HP OTX, HIT-SP OTX On-ste renforcement HIT-HP OTX, HIT-SP OTX Determnng axal spacng HIT-HP OTX, HIT-SP OTX 0 HALFEN HIT.-E 09

110 HALFEN HIT INSULATED CONNECTION HIGH & SUPERIOR PERFORMANCE HIT-HP MV-OTX, HIT-SP MV-OTX Product varatons Load range The followng table lsts possble combnatons of shear bars and tenson bars. All elements have a double-symmetrc CSB. Possble combnatons of structural elements Element wdth B = cm HIT- HP OTX HIT- SP OTX Type desgnaton Product group Jont spacng 0 mm (HP) or 0 mm (SP) Connecton type Number of tenson/compresson bars Number of shear bars Element heght h [cm] Element wdth B [cm] Dameter shear bars [mm] Possble slab thckness h c Corbel/ bracket length Concrete cover [mm] top and bottom 0 Possble slab thckness h [cm] * Corbel/ bracket length [mm] HIT-OTX Corbel/ bracket length [mm] HIT-OTX * load bearng capactes for man slab heghts > cm avalable on request Number of tenson bars Number of shear bars Number of shear bars Type OTX OTX = HP and SP Orderng example mm (c = 0 mm concrete cover at front edge) 9 mm (c = 0 mm concrete cover at front edge) B h 0 0 HALFEN HIT.-E

111 HALFEN HIT INSULATED CONNECTION HIGH & SUPERIOR PERFORMANCE HIT-HP MV-OTX, HIT-SP MV-OTX Product descrpton Sectonal vews Cross secton: HIT-HP OTX 0 Dmensons n [mm] Cross secton: HIT-SP OTX 0 Dmensons n [mm] 0 0 Top vew: HIT-HP/SP OTX Bar spacngs HIT-HP OTX HIT-SP OTX HIT-HP/SP OTX Bar spacngs Dmensons n [mm] Tenson bars: mm, B00B NR Shear bars: mm oder mm, B00B NR double-symmetrcal CSB 0 HALFEN HIT.-E

112 HALFEN HIT INSULATED CONNECTION HIGH & SUPERIOR PERFORMANCE HIT-HP MV-OTX, HIT-SP MV-OTX Structural system Sgn conventon for calculaton N x V l k = cantlever length of the bracket x = load dstance Load bearng capacty values accordng to EN 99-- (EC) HIT-HP OTX Desgn values V Rd [kn/element] V Rd n one drecton Element heght [mm] Shear bars Load dstance x [mm] Top vew: wth corbel connected HIT-OTX HIT-OTX HIT-OTX Fller HIT-FK (REI 0) a = centre-to-centre dstance acc. to structural requrements Corbel Concrete strength, corbel: C/0 Concrete strength, man slab: C0/ C/0 Shear bars Load dstance x [mm] >0 Avalable on request. See nsde back cover for contact nformaton. N Rd = ±0. V Rd All necessary verfcatons have been already consdered. Connectng elements must be verfed by the planner. Load bearng capacty values of further types can be found on the followng page. 0 HALFEN HIT.-E

113 HALFEN HIT INSULATED CONNECTION HIGH PERFORMANCE HIT-HP MV-OTX Load bearng capacty values accordng to EN 99-- (EC) HIT-HP OTX Desgn values V Rd [kn/element] HIT-HP OTX Desgn values V Rd [kn/element] V Rd n one drecton Element heght [mm] Element heght [mm] Concrete strength, corbel: C/0 Concrete strength, man slab: C0/ C/0 Shear bars Load dstance x [mm] >0 Avalable on request. See nsde back cover for contact nformaton. N Rd = ± 0. V Rd Shear bars Load dstance x [mm] >0 Avalable on request. See nsde back cover for contact nformaton. N Rd = ±0. V Rd All necessary verfcatons have been already consdered. Connectng elements must be verfed by the planner. Load bearng capacty values of further types can be found on the followng page. 0 HALFEN HIT.-E

114 HALFEN HIT INSULATED CONNECTION SUPERIOR PERFORMANCE HIT-SP MV-OTX Load bearng capacty values accordng to EN 99-- (EC) HIT-SP OTX Desgn values V Rd [kn/element] HIT-SP OTX Desgn values V Rd [kn/element] V Rd n one drecton Element heght [mm] Element heght [mm] Shear bars Load dstance x [mm] Concrete strength, corbel: C/0 Concrete strength, man slab: C0/ C/0 Shear bars Load dstance x [mm] Shear bars Load dstance x [mm] >0 Avalable on request. See nsde back cover for contact nformaton. N Rd = ±0. V Rd >0 Avalable on request. See nsde back cover for contact nformaton. N Rd = ±0. V Rd All necessary verfcatons have been already consdered. Connectng elements must be verfed by the planner. Load bearng capacty values of further types can be found on the followng page. 0 HALFEN HIT.-E

115 HALFEN HIT INSULATED CONNECTION SUPERIOR PERFORMANCE HIT-HP MV-OTX, HIT-SP MV-OTX Load bearng capacty values accordng to EN 99-- (EC) HIT-SP OTX Desgn values V Rd [kn/element] V Rd n one drecton Element heght [mm] On-ste renforcement HIT-OTX Concrete strength, corbel: C/0 Concrete strength, man slab: C0/ C/0 Shear bars Load dstance x [mm] >0 Avalable on request. See nsde back cover for contact nformaton. N Rd = ±0. V Rd All necessary verfcatons have been already consdered. Connectng elements must be verfed by the planner. Strrups per HIT-OTX Element U-bar mn. / cm as on-ste connectng renforcement 0 An nstallaton dagram can be found at our webste 0 HALFEN HIT.-E

116 HALFEN HIT INSULATED CONNECTION HIGH & SUPERIOR PERFORMANCE HIT-HP MV-OTX, HIT-SP MV-OTX Determnng the axal spacng a Calculaton of the maxmum element spacng of the HIT-OTX Elements s dependent on the actng shear forces +v Ed [kn/m] and the axal forces ±n Ed [kn/m]. Step : Step : Fnd V Rd (N Rd ) n the table Load bearng capacty values to select shear bars of ether mm or mm ths s dependent on the element heght h, the concrete strength class and load dstance x. Calculate the element spacng a a max, = V Rd /v Ed [m] a max, = N Rd /n Ed [m] a = mn (a max, ; a max, ) Step : Check the calculated load bearng capactes (per element) (optonal) v Ed a = V Ed V Rd n Ed a = N Ed N Rd 0 0 a 0 0 Dmensons n [mm] 0 HALFEN HIT.-E

117 HALFEN HIT INSULATED CONNECTION HIGH & SUPERIOR PERFORMANCE HIT-HP FK, HIT-SP FK Fller wthout support elements as a complementary element n all applcatons Mneral wool constructon product class A; used as an nsulatng materal Corbelled parapet HIT-FT HIT-FT HIT-FT Fller HIT-FK (REI 0) Top vew: wth attached corbelled parapet HIT-HP FK Hgh Performance wth 0 mm nsulaton thckness HIT-SP FK Superor Performance wth 0 mm nsulaton thckness wthout CSB Insulate jont wth Fller HIT-FK HIT-ZVX Tenson renforcement n bottom layer. m HIT-ZVX REI 0 Content Type Page Practcal wdth adjustment HIT-HP FK, HIT-SP FK 0 HALFEN HIT.-E

118 HALFEN HIT INSULATED CONNECTION HIGH & SUPERIOR PERFORMANCE HIT-HP FK, HIT-SP FK Optmzed Combnaton HIT fllers ease the nstallaton of HIT Elements as planned spacngs can be flled wth HIT-FK. No need to cut nsulaton to sze on ste. Combnaton of HIT-HP / HIT-SP elements (B = 0./0.0/.00 m) and fllers (examples) Wdth of balcony slab [m] one-metre element.00 one-metre element FK one-metre element one-metre element one-metre element FK one-metre element 000 FK one-metre element one-metre element Orderng example for HIT Fllers one-metre element FK one-metre element FK one-metre element 00 FK 00 one-metre element one-metre element one-metre element The ncrease of the loaded areas when HIT fllers are used s compensated by the HIT desgn program wth the respectve addtons. FK = Fller HIT-HP FK (see below) 0 = Element wth B = 0. m HIT-HP FK Type desgnaton Product group Jont spacng 0 mm (HP) or 0 mm (SP) Connecton type Element heght h [cm] Element wdth B [cm] FK 00 = Element wth B = 0.0 m The HIT-HP FK and HIT-SP FK Fllers are avalable n the followng szes: wdth b: 00 cm heght h: cm Use of one-metre elements and short unts,00,0,00 Wdth of balcony slab [m] one-meter element one-meter element one-meter element B one-meter element one-meter element 00 one-meter element one-meter element h 0 HALFEN HIT.-E

119 HALFEN HIT INSULATED CONNECTION Materal Specfcaton and Test Certfcates Materal specfcaton Tenson bars Compresson bearngs Shear bars U-bars Transport bars Insulatng materal Fre boards (F90 type) Connectng components Concrete On-ste renforcement Test certfcates Techncal Approvals HALFEN HIT Insulated connecton Renforcng stanless steel type B00B NR welded to renforcng steel B00B or alternatvely: welded stanless steel rod materal no. W.0, W.0, W. of strength class S 0 accordng to Natonal Techncal Approval no. Z-0.- welded to B00B renforcng steel accordng to DIN Stanless steel materal no. W.0, W. accordng to Natonal Techncal Approval no. Z-0.- Renforcng stanless steel B00B NR (f requred, welded to renforcng steel B00B) B00B renforcng steel B00B renforcng steel WLG 0 expanded polystyrene foam Fbre cement board, Constructon materal class A General purpose concrete accordng to EN 99-- / EN 0- wth a raw densty between 000 kg/m³ and 00 kg/m³ (lght weght concrete s not permtted). Mnmum concrete strength C0/ and dependng on exposure classes accordng to EN 99--/NA, table NA.E. B00 renforcng steel DIBt Berln, Natonal Techncal Approval no. Z-.- Connecton for renforced concrete slabs accordng to EN 99-- and EN 99--/NA ncludng fre protecton (F90 type) Approvals and type tests on the nternet The approvals and type tests can be found at Or smply scan the code, select the document and clck to download a PDF fle. 0 HALFEN HIT.-E 9

120 HALFEN HIT INSULATED CONNECTION HIT-ST, HIT-WT HIT-ST: Cantlever connecton for thermal separaton of cantlevered renforced concrete beams. Transfers hgh bendng moments and shear forces. HIT-ST Standard dmensons B / H = 0. / 0. m H H Applcaton example B Wärmedämmung Insulate jont wth bausets HIT-FK (z.b. Fller HIT-FK) HIT-ST Beam Balken Applcaton example B e,0 e.0 m HIT-WT: Wall connecton for thermal separaton of a cantlevered shear wall from the buldng. Transfers bendng moments as well as vertcal and horzontal shear forces. HIT-WT Standard dmensons B = m H =.. m HIT-ST Fg. : Thermal nsulated beam connectons Balken Beam Wärmedämmung Insulate jont wth bausets HIT-FK (z.b. Fller HIT-FK) Shear wall e 0.0 m Shear wall Fg. : Thermal nsulated shear wall connectons Content Type Page Product descrpton HIT-ST Product descrpton HIT-WT Installaton dagram HIT-WT 0 0 HALFEN HIT.-E

121 HALFEN HIT INSULATED CONNECTION HIT-ST Product descrpton Dmensons n [mm] Components Tenson bars Compresson bars Shear bars On-ste strrups Load bearng capactes and product types Orderng example Type desgnaton Product group Connecton type Bond qualty* Fre protecton* On-ste renforcement / Installaton dagram Balken Beam lz HIT-ST Zugstab Tenson bar C/0 lq C0/ ld Outsde Außen lq HIT - ST - VB * - F90 * HIT-ST 0 ld Wand Wall lz HIT-ST Querkraftstab Shear bar HIT-ST Druckstab Compresson bar Insde Innen Load range HIT-ST HIT-ST HIT-ST HIT-ST Wdth B [m] n [mm] n [mm] 0 Standard/VB l Z [mm] 00 / / 00 0 / 0 0 / 0 n [mm] n [mm] 0 Standard/VB l D [mm] 0 / 900 / 0 / 0 0 / n [mm] n [mm] 0 Standard/VB l Q [mm] 0 / 9 / / 9 / 9 erf. A s [cm²] n [mm] selected: 0 0 Load bearng capacty of the element Concrete strength: C0/ Bendng moment M Rd [knm] Shear force V Rd [kn] Expanson jont spacng e [m] * If selectng standard for bond or Normal for fre protecton, the entry wll be omtted n the desgnaton. U-bar renforcement accordng to the structural engneer s specfcatons Suspenson and tensle splttng renforcement n accordance wth the above table Product descrpton On-ste edge frame Connectng renforcement of the tenson and compresson bars Balkon Beam KBalken e Zugstäbe Tenson bars Wand Wall Querkraftstäbe Shear bars Druckstäbe Compresson bars Fx the on-ste connectng renforcement n accordance wth the structural engneer s drawngs and specfcatons. Observe the requred A s values specfed n the table above. 0 HALFEN HIT.-E

122 HALFEN HIT INSULATED CONNECTION HIT-WT Product descrpton Untertel Mtteltel Obertel Upper secton Centre secton Lower secton Components Load range HIT-WT HIT-WT HIT-WT HIT-WT for wall thckness [cm] Tenson bars n [mm] 0 Compresson bars n [mm] 0 0 Shear bars - vertcal n [mm] 0 - horzontal n [mm] Load bearng capactes and product types Load bearng capacty of the element Concrete strength: C0/ Bendng moment M Rd [knm] for wall heght h [cm] > Shear capacty V Rd [kn] Expanson jont spacng e [m] Basc types Orderng example h =.,., m Type desgnaton Product group Connecton type Wall thckness [cm] Wall heght [cm] Fre protecton* HIT - WT F90 * * When orderng the standard verson, omt the reference from the specfcaton. 0 HALFEN HIT.-E

123 HALFEN HIT INSULATED CONNECTION HIT-WT Installaton dagram External shear wall Renforcng steel mesh On-ste connectng renforcement External shear wall Renforcng steel mesh Internal shear wall Renforcng steel mesh Internal shear wall Renforcng steel mesh The thermal nsulated HIT-WT wall connecton s avalable for wall heghts h =. to. m. For easy transportaton and handlng, the HIT-WT unts are shpped n multple unts, mnmum of at least three separate component groups (upper, centre and lower secton). On-ste wall renforcement as defned by the structural engneer. U-bars as structural edge frame. Mnmal two mm rebars, n the nner and outer shear wall. Connectng renforcement of the HIT tenson bars depends on the structural requrements. HIT Custom solutons Our techncal support team s avalable to provde support n your project wth custom solutons usng HALFEN HIT Insulated connectons. Contact: see nsde back cover 0 HALFEN HIT.-E

124 HALFEN HIT INSULATED CONNECTION Buldng Physcs Contents Buldng physcs: Bascs and specfc values Software and tender specfcatons The temperature feld n the cross-secton (shown as sotherms) llustrates the advantages of the HALFEN HIT Insulated connecton for the requred.0 C. C 0. C. C.0 C. C. C. C. C 9. C Temperature below the dew pont negatve effects slab nstalled wthout nsulaton: thermal brdge condensaton mosture penetraton mould formaton on celng and wall cracks n the concrete slabs mnmum thermal nsulaton: For nstance no condensaton and mould growth n crtcal areas..0 C. C 0. C. C. C.9 C. C. C. C 0.0 C Temperature OK postve effects slab wth HALFEN Insulated connecton HIT-HP and HIT-SP: effectve thermal nsulaton of the balcony slab no condensaton, temperature above the dew pont perfectly desgned structural physcs prevents cracks n the concrete resultng from extrem thermal expanson n the balcony connecton Thermal nsulaton bascs HALFEN ψ-calculator Buldng authorty approved thermal values HIT-HP MVX, HIT-SP MVX 9 Buldng authorty approved thermal values HIT-HP ZVX, HIT-SP ZVX Passve House Insttute certfcates Sound proofng accordng to DIN 09 9 Fre protecton accordng to EN 0 and DIN 0 0 HIT Software Page 0 HALFEN HIT.-E

125 HALFEN HIT INSULATED CONNECTION Buldng Physcs Thermal nsulaton Structural thermal brdges such as balcones may lead to mosture problems resultng from lower temperatures on nternal surfaces. Moreover, thermal brdges normally cause addtonal loss of heat. Consequently, correct plannng usng thermal nsulated balcony slab connectons: prevent condensaton and mould formaton by fulfllng the mnmum thermal nsulaton requrements accordng to DIN 0- reduce the transmsson heat losses n the area of the connectons Dependng on the temperature, the ar can retan dfferent amounts of mosture. Wth a rse n ar temperature, the amount of storable mosture ncreases. In a room the ar s constantly movng (room ar flow). The water content n a defned flowng ar volume remans nearly constant. However, the temperature of the ar changes when the ar flows along colder external components. The storage capacty of the ar decreases as the ar cools down, resultng n an ncrease n relatve humdty. Condensaton always occurs when the relatve humdty reaches 00 %. Assumng a room temperature of 0 C and a relatve humdty of 0 % condensaton would occur when the ar cools down to approx. 9 C (see dew pont dagram on the rght). If, under the gven condtons, the temperature at the nner surface of an adjacent component, for nstance the wall or the celng, s 9 C or colder, condensaton wll form on ths surface. Correct applcaton of HALFEN HIT Insulated connectons prevents the surface of the wall/celng from fallng below the dew pont and therefore prevents condensaton. An ncreased relatve humdty of approx. 0 % above the surface of the component promotes mould growth. In a standard scenaro wth an ndoor temperature of 0 C and a relatve humdty of 0 %, coolng down the ar to approxmately C rases the relatve humdty to 0 %. dew pont temperature Fg.: Dew pont dagram ambent room temperature ambent room temperature ambent room temperature relatve (ar) humdty HALFEN HIT Insulated connectons prevent coolng of the adjacent components at the nsde of the balcony below the crtcal temperatures for condensaton and mould growth. The crteron to prevent mould growth s the temperature factor f Rs. It s defned as the rato of the lowest surface temperature mnus outsde temperature to the total temperature dfference (nsde temperature mnus outsde temperature). f Rs θ s θ θ e θ e DIN 0- stpulates that the temperature factor f Rs must be hgher than 0. for all component connectons. Accordng to the Natonal Techncal Approvals Z-.-9, Z-.-09 and Z-.- the mnmum thermal nsulaton requrement n accordance wth DIN 0- has already been proved and apples to the complete HALFEN HIT Insulated connectons load range. 0 HALFEN HIT.-E

126 HALFEN HIT INSULATED CONNECTION Buldng Physcs Reducton of thermal transmsson The Energy Savng Regulaton (EnEV) specfes that the prmary energy demand requred to heat a buldng must be lmted. To calculate ths energy demand, thermal brdges through concrete balcony slabs must also be taken nto account. Monolthc balcony systems wthout thermal separaton have the same effect as coolng fns due to ther geometry and therefore cause substantal heat loss. Thermal brdges can be calculated usng three dfferent methods: Method : An ncrease of all thermal transmsson coeffcents by U WB = 0.0 W/(m²K) for the entre heat transmttng outer surface wthout any further analyss of the thermal brdges. Method : When consstently adherng to the regulatons for energetcally effcent component connectons accordng to DIN 0, supplementary sheet, the effect of the thermal brdge s taken nto account wth the ncrease of the thermal transmsson coeffcent for the total heat transmttng surface area by U WB = 0.0 W/(m²K). Method : Wth a detaled verfcaton of the specfc trans msson loss of the thermal brdges accordng to DIN V 0- or DIN V 99 or by deter mnaton an ndvdual addtonal value for thermal brdges. HALFEN HIT Insulated connectons provde the engneer wth every opportunty to determne the effect of thermal brdges by usng all verfcaton methods mentoned above. Method s used to calculate the hghest transmsson losses. Engneers who don t consder the structural desgn of thermal brdges are dscplned by the regulatons of the Energy Savng Regulaton (EnEV) wth hgh addtonal transmsson losses. The smplfed verfcaton method (Method ) where U WB = 0.0 W/(m²K) s appled can be used because HALFEN HIT Insulated connectons are classfed n DIN 0, annex, accordng to Natonal Techncal Approval Z-.-9, Z-.-09 and Z-.-. The respectve verfcaton has also been proven for the HALFEN HIT Insulated connectons wth the hghest renforcement content. Method : In most cases, even when conformng to the specfcatons stpulated n DIN 0, the calculated specfc transmsson loss H T (resultng from standard cross-sectons and thermal brdges) s stll so hgh that the max. thermal celng set by the EnEV s not easy to mantan. Planners have to deal wth ths problem when they have to meet predefned crtera. In these cases t s necessary to determne the exact transmsson losses of all thermal brdges n a detaled analyss. For structural component lnear connectons the lnear thermal transmsson coeffcents (ψ-value) are defned by set standards. Some buldng products manufacturers specfy a eq -value for the nsulaton capacty of thermal separaton elements. eq s the equvalent thermal conductvty of a replacement cross-secton of nhomogeneous buldng products wthout any metallc penetraton such as for a specal nsulaton element at the base of masonry. In ths case, the ψ-value for the detaled analyss of the thermal brdges can be determned wth the eq -value by a two-dmensonal calculaton of the thermal brdges by the engneer wthout havng to model a geometrcally complex nsulaton element at the base of masonry. Ths method s only applcable to a lmted extent for structural components wth metallc-lke penetratons as found n balcony slab connecton. For these cases, the basc prncple and boundary condtons requred to calculate a value for equvalent thermal conductvty to a unform standard are not regulated. The thermal values for HALFEN Insulated connecton types HIT-HP MVX / HIT-SP MVX and HIT-HP ZV X/ HIT-SP ZVX are ncluded n the European Techncal Approval ETA-/0 and Natonal Techncal Approval Z-.-9 and Z-.-. Standard specfcaton for non-resdental buldngs The DIN V 99 specfcatons regulates the calculaton of annual prmary energy demand of non-resdental buldngs, thermal brdges are calculated analogously,.e. they can also be alternatvely calculated usng method, or to determne specfc heat transmsson loss H T and the annual energy demand. 0 HALFEN HIT.-E

127 HALFEN HIT INSULATED CONNECTION HIGH & SUPERIOR PERFORMANCE Buldng Physcs Standard specfcaton for the calculaton of thermal brdges to determne the annual prmary energy demand accordng to the Energy Savng Regulaton EnEV 009 Descrpton/ bascs standard Restrctng the annual prmary energy demand to the permssble value requred n the EnEV 009 Actual annual prmary energy demand for a resdental buldng accordng to DIN V 0- and DIN V 0-0 Annual thermal heat demand Q h accordng to DIN V 0- (monthly balance) Monthly thermal heat demand Q h, M Method wthout verfcatons U WB = 0.0 W/(m²K) Resdental buldng Method specfcaton detals or equvalent detals U WB = 0.0 W/(m²K) Method Exact calculaton of thermal brdges wth lnear thermal transmsson coeffcents (= ψ-values) Q P, act. < Q P, max. Q P, max Subject to reference buldng accordng to EnEV 009, Annex for resdental buldngs (or Annex of EnEV 009 for non-resdental buldngs) Q P, act. = e P (Q h + Q W ) Q h Q W = A N. kwh /(m²a) e P Q h = M Q h, M/pos Annual thermal heat demand Useful heat demand for water heatng energy requrement value of a system related to prmary energy The annual thermal heat demand s the sum of all monthly heat demands wth a postve thermal heat demand value Q h, M = 0.0 (H T + H V ) ( - e,m ) t M - M Q g,m Note: the monthly thermal heat demand s postve when the losses exceed the gans Specfc transmsson heat loss H T H T = U A F x, + U WB A H T = U A F x, + ljψ j Consderaton of thermal brdges U WB = 0.0 W/(m²K) fxed addtonal value U WB = 0.0 W/(m²K) half the fxed addtonal value Thermal brdge characterstc values accordng to Natonal Techncal Approval The physcal propertes for HALFEN Insulated connectons HIT-HP MVX / HIT-SP MVX and HIT-HP ZVX / HIT-SP ZVX n varous type of applcatons (based on a three-dmensonal FEM calculaton) were determned n tests by the Insttute for Materals Research and Testng at the Bauhaus Unversty MFPA n Wemar n accordance wth EN ISO 0 (lnear coeffcent of thermal transmsson ψ, mnmal surface temperature mn and temperature factor f Rs ). These values were offcally ntegrated nto the European Techncal Approval ETA-/0 and the natonal techncal approvals Z-.-9 and Z-.-. Approved ψ-values for all component connectons (e. g. buldng edges, wndow reveals, wall and celng connectons, celng supports, thermally decoupled balcony slabs) ψ-values for dfferent assembly stuatons of the HIT connectons, see tables pages 9ff. For the frst tme buldng authorty approved ψ-values for a detaled standard-complant thermal brdge verfcaton for nsulated balcony connectons are avalable throughout Europe. Complance wth the approved physcal propertes for HALFEN Insulated connectons HIT-HP and HIT-SP s guaranteed by thrd party montorng. The approved physcal property values for HALFEN Insulated connectons HIT-HP MVX / HIT-SP MVX and HIT-HP ZVX / HIT-SP ZVX are lsted n the tables on the followng pages. 0 HALFEN HIT.-E

128 HALFEN HIT INSULATED CONNECTION HIGH & SUPERIOR PERFORMANCE Buldng Physcs HALFEN ψ-calculator Thermal brdge tool for HALFEN Insulated connectons To obtan an Energy Performance Certfcaton (EPC) accordng to the German Energy Savng Ordnance (EnEV Energeensparverordnung) verfcaton of thermal brdges are requred. To calculate the thermal brdges n balcony connectons ψ-values are requred to model the structure. The essental key values for ths are provded by HALFEN. Screenshot HIT-Calculator Web App: Parameter nput wndow Fve easy stages are requred to enter the necessary parameters: selecton of wall desgn selecton of wall constructon selecton of slab detals opton to select wndows/doors output of selected HALFEN HIT Insulated connecton (type) Select between an External Thermal Insulaton Composte System (ETICS), a monolthc or double-leaf and a sandwch wall constructon for calculaton. All wall constructons consst of dfferent layers, for example, an exteror render, nsulaton or the load-bearng layer. The thermal conductvty, materals and the dmensons of the varous layers can be defned n further stages. CSB Component detals Wall detals Exteror render Insulaton load support layer Interor plaster Slab detals Screed Insulaton Edge nsulaton strps load support layer Illustraton of an exteror wall: Here an example usng an ETICS system wth a wndow. User-frendly selecton of standard materals and ther propertes are avalable to ensure effcency. Ths tool also provdes the opton of selectng wndows and doors above a balcony. The results of the ψ-value calculaton can be output as a concse.pdf document wth all relevant parameters, whch can be prnted and ncluded n your plannng and project documentaton. Indvdual project detals can also be ncluded n the PDF output. Usng a lnk, prevous defned nstallaton stuatons can be reused; these can be edted or adapted wth new specfcatons. 0 HALFEN HIT.-E

129 HALFEN HIT INSULATED CONNECTION HIGH & SUPERIOR PERFORMANCE Buldng Physcs Thermal values accordng to Techncal Approvals External nsulaton.e. ETICS t t =. t Calculatng Ψ-values wth the HALFEN App Calculatons of thermal values for the HALFEN Insulated connecton types HIT-HP MVX, HIT-SP MVX, HIT-HP ZVX and HIT-SP ZVX s easy wth the HIT-Cal culator; a moble applcaton for your smartphone or tablet. avalable at our webste under Downloads/Apps/ HIT-Calculator Web App Installaton dagram für monolthc masonry Thermal transmsson coeffcent, standard cross secton "Exteror wall": U = 0. W/(m K) external wall (monolthc): wdth t =. cm (= 0. W/(mK)) floor constructon (ndoor): cement screed cm (=. W/(mK)) footfall nsulaton cm (=0.0 W/(mK)) renforced concrete floor cm (=. W/(mK)) edge nsulaton strps cm (= 0. W/(mK)) monolthc masonry Installaton dagram for masonry wth ETICS Standard cross secton for thermal transmsson coeffcent "Exteror wall": thermally nsulaton exteror wall: thckness t = cm, cm or 0 cm (= 0.0 W/(mK)) exteror (lme-sandstone): thckness t = cm (= 0.99 W/(mK)) floor constructon (nteror): cement screed cm (=. W/(mK)) footfall nsulaton cm (=0.0 W/(mK)) renforced concrete floor cm (=. W/(mK)) edge nsulaton strps cm (=0. W/(mK)) lme-sandstone masonry ETICS = External Thermal Insulaton Composte Systems Techncal approved values The thermal values only apply for the specfed nstallaton applcatons and boundary condtons. The values for the HIT-MVX are the same as for the HIT-MV. E O T A Natonal Techncal Approval values HALFEN HIT App on the Internet Scan the QR Code on the left to download the HALFEN app to calculate Ψ-values for your project. 0 HALFEN HIT.-E 9

130 HALFEN HIT INSULATED CONNECTION HIGH PERFORMANCE Buldng Physcs Thermal brdge characterstc values for HIT-HP MVX for monolthc masonry Thermal conductvty λ n [W/(mK)] Thermal transmsson coeffcent of standard cross secton External wall U n W/(m K) Load range ψ s,mn f Rs ψ s,mn f Rs ψ s,mn f Rs HIT-HP MVX HIT-HP MVX HIT-HP MVX HIT-HP MVX HIT-HP MVX HIT-HP MVX HIT-HP MVX HIT-HP MVX HIT-HP MVX HIT-HP MVX HIT-HP MVX HIT-HP MVX HIT-HP MVX HIT-HP MVX HIT-HP MVX HIT-HP MVX HIT-HP MVX HIT-HP MVX HIT-HP MVX HIT-HP MVX HIT-HP MVX HIT-HP MVX HIT-HP MVX HIT-HP MVX HIT-HP MVX HIT-HP MVX HIT-HP MVX HIT-HP MVX HIT-HP MVX HIT-HP MVX HIT-HP MVX HIT-HP MVX ψ = Lnear thermal transmsson coeffcent n W/(mK) s,mn = Mnmum roomsde surface temperature n C f Rs = Temperature factor n [ - ] 0 0 HALFEN HIT.-E

131 HALFEN HIT INSULATED CONNECTION SUPERIOR PERFORMANCE Buldng Physcs Thermal brdge characterstc values for HIT-SP MVX for monolthc masonry Thermal conductvty λ n [W/(mK)] Thermal transmsson coeffcent of standard cross secton External wall U n W/(m K) Load range ψ s,mn f Rs ψ s,mn f Rs ψ s,mn f Rs HIT-SP MVX HIT-SP MVX HIT-SP MVX HIT-SP MVX HIT-SP MVX HIT-SP MVX HIT-SP MVX HIT-SP MVX HIT-SP MVX HIT-SP MVX HIT-SP MVX HIT-SP MVX HIT-SP MVX HIT-SP MVX HIT-SP MVX HIT-SP MVX HIT-SP MVX HIT-SP MVX HIT-SP MVX HIT-SP MVX HIT-SP MVX HIT-SP MVX HIT-SP MVX HIT-SP MVX HIT-SP MVX HIT-SP MVX HIT-SP MVX HIT-SP MVX HIT-SP MVX HIT-SP MVX HIT-SP MVX HIT-SP MVX ψ = Lnear thermal transmsson coeffcent n W/(mK) s,mn = Mnmum roomsde surface temperature n C f Rs = Temperature factor n [ - ] 0 HALFEN HIT.-E

132 HALFEN HIT INSULATED CONNECTION HIGH PERFORMANCE Buldng Physcs Thermal brdge characterstc values for HIT-HP MVX for masonry wth ETICS Insulatng materal thckness n mm (ETICS) Thermal transmsson coeffcent of standard cross secton External wall U n W/(m K) Load range ψ s,mn f Rs ψ s,mn f Rs ψ s,mn f Rs HIT-HP MVX HIT-HP MVX HIT-HP MVX HIT-HP MVX HIT-HP MVX HIT-HP MVX HIT-HP MVX HIT-HP MVX HIT-HP MVX HIT-HP MVX HIT-HP MVX HIT-HP MVX HIT-HP MVX HIT-HP MVX HIT-HP MVX HIT-HP MVX HIT-HP MVX HIT-HP MVX HIT-HP MVX HIT-HP MVX HIT-HP MVX HIT-HP MVX HIT-HP MVX HIT-HP MVX HIT-HP MVX HIT-HP MVX HIT-HP MVX HIT-HP MVX HIT-HP MVX HIT-HP MVX HIT-HP MVX HIT-HP MVX ψ = Lnear thermal transmsson coeffcent n W/(mK) s,mn = Mnmum roomsde surface temperature n C f Rs = Temperature factor n [ - ] 0 HALFEN HIT.-E

133 HALFEN HIT INSULATED CONNECTION SUPERIOR PERFORMANCE Buldng Physcs Thermal brdge characterstc values for HIT-SP MVX for masonry wth ETICS Insulatng materal thckness n mm (ETICS) Thermal transmsson coeffcent of standard cross secton External wall U n W/(m K) Load range ψ s,mn f Rs ψ s,mn f Rs ψ s,mn f Rs HIT-SP MVX HIT-SP MVX HIT-SP MVX HIT-SP MVX HIT-SP MVX HIT-SP MVX HIT-SP MVX HIT-SP MVX HIT-SP MVX HIT-SP MVX HIT-SP MVX HIT-SP MVX HIT-SP MVX HIT-SP MVX HIT-SP MVX HIT-SP MVX HIT-SP MVX HIT-SP MVX HIT-SP MVX HIT-SP MVX HIT-SP MVX HIT-SP MVX HIT-SP MVX HIT-SP MVX HIT-SP MVX HIT-SP MVX HIT-SP MVX HIT-SP MVX HIT-SP MVX HIT-SP MVX HIT-SP MVX HIT-SP MVX ψ = Lnear thermal transmsson coeffcent n W/(mK) s,mn = Mnmum roomsde surface temperature n C f Rs = Temperature factor n [ - ] 0 HALFEN HIT.-E

134 HALFEN HIT INSULATED CONNECTION HIGH PERFORMANCE Buldng Physcs Thermal values accordng to Techncal Approvals External nsulaton ETICS Thermal brdge characterstc values for HIT-HP ZVX for masonry wth ETICS Thermal nsulaton exteror wall / ETICS thckness [mm] Thermal transmsson coeffcent of standard cross secton External wall U n W/(m K) Load range ψ s,mn f Rs ψ s,mn f Rs ψ s,mn f Rs HIT-HP ZVX HIT-HP ZVX HIT-HP ZVX HIT-HP ZVX HIT-HP ZVX HIT-HP ZVX HIT-HP ZVX HIT-HP ZVX HIT-HP ZVX HIT-HP ZVX HIT-HP ZVX HIT-HP ZVX HIT-HP ZVX HIT-HP ZVX HIT-HP ZVX HIT-HP ZVX HIT-HP ZVX HIT-HP ZVX ψ = Lnear thermal transmsson coeffcent n W/(mK) s,mn = Mnmum roomsde surface temperature n C f Rs = Temperature factor n [ - ] t t Installaton dagram for masonry wth ETICS Standard cross secton for thermal transmsson coeffcent Exteror wall thermal nsulaton exteror wall: thckness t = cm, cm or 0 cm (= 0.0 W/(mK)) exteror (lme-sandstone): thckness t = cm (= 0.99 W/(mK)) floor constructon (nteror): cement screed cm (=. W/(mK)) footfall nsulaton cm (= 0.0 W/(mK)) renforced concrete floor cm or cm (=. W/(mK)) edge nsulaton strps cm (= 0. W/(mK)) lme-sandstone masonry contnue on next page Thermal values are vald for the gven confguraton and boundary condtons. The values for the HIT-ZVX are the same as for the HIT-ZV. Techncal approved values E O T A Natonal Techncal Approval values 0 HALFEN HIT.-E

135 HALFEN HIT INSULATED CONNECTION HIGH PERFORMANCE Buldng Physcs Thermal brdge characterstc values for HIT-HP ZVX for masonry wth ETICS contnued from prevous page Thermal nsulaton exteror wall / ETICS thckness [mm] Thermal transmsson coeffcent of standard cross secton External wall U n W/(m K) Load range ψ s,mn f Rs ψ s,mn f Rs ψ s,mn f Rs HIT-HP ZVX HIT-HP ZVX HIT-HP ZVX HIT-HP ZVX HIT-HP ZVX HIT-HP ZVX HIT-HP ZVX HIT-HP ZVX HIT-HP ZVX HIT-HP ZVX HIT-HP ZVX HIT-HP ZVX HIT-HP ZVX HIT-HP ZVX HIT-HP ZVX HIT-HP ZVX ψ = Lnear thermal transmsson coeffcent n W/(mK) s,mn = Mnmum roomsde surface temperature n C f Rs = Temperature factor n [ - ] Thermal brdge characterstc values for HIT-SP ZVX for masonry wth ETICS Thermal nsulaton exteror wall / ETICS thckness [mm] Thermal transmsson coeffcent of standard cross secton External wall U n W/(m K) Load range ψ s,mn f Rs ψ s,mn f Rs ψ s,mn f Rs HIT-SP ZVX HIT-SP ZVX HIT-SP ZVX HIT-SP ZVX HIT-SP ZVX HIT-SP ZVX ψ = Lnear thermal transmsson coeffcent n W/(mK) s,mn = Mnmum roomsde surface temperature n C f Rs = Temperature factor n [ - ] contnue on next page 0 HALFEN HIT.-E

136 HALFEN HIT INSULATED CONNECTION SUPERIOR PERFORMANCE Buldng Physcs Thermal brdge characterstc values for HIT-SP ZVX for masonry usng ETICS contnued from prevous page Thermal nsulaton exteror wall / ETICS thckness [mm] Thermal transmsson coeffcent of standard cross secton External wall U n W/(m K) Load range ψ s,mn f Rs ψ s,mn f Rs ψ s,mn f Rs HIT-SP ZVX HIT-SP ZVX HIT-SP ZVX HIT-SP ZVX HIT-SP ZVX HIT-SP ZVX HIT-SP ZVX HIT-SP ZVX HIT-SP ZVX HIT-SP ZVX HIT-SP ZVX HIT-SP ZVX HIT-SP ZVX HIT-SP ZVX HIT-SP ZVX HIT-SP ZVX HIT-SP ZVX HIT-SP ZVX HIT-SP ZVX HIT-SP ZVX HIT-SP ZVX HIT-SP ZVX HIT-SP ZVX HIT-SP ZVX HIT-SP ZVX HIT-SP ZVX HIT-SP ZVX HIT-SP ZVX ψ = Lnear thermal transmsson coeffcent n W/(mK) s,mn = Mnmum roomsde surface temperature n C f Rs = Temperature factor n [ - ] 0 HALFEN HIT.-E

137 HALFEN HIT INSULATED CONNECTION HIGH & SUPERIOR PERFORMANCE Buldng Physcs Certfcates by the Passve House Insttute Low Energy Component The Passve House Standard sets very hgh standards on the thermal nsulaton of the buldng envelope as well as on the ndvdual components. HALFEN HIT Insulated connectons wth an nsulaton thckness from 0 mm are certfed by the Passve House Insttute as a Low Energy Component n the category balcony connecton. The followng crtera were used n awardng ths certfcate Effcency Crteron In two typcal applcatons (a terrace-house and an apartment) the constructon fulflls the requrement of: Low Energy Component HIT-HP MVX Insulaton thckness 0 mm for cantlevered balcony slabs Δ U WB < 0.0 W/(m K) Comfort Crteron The nner surface must be warm enough to prevent mould and uncomfortable down-draught and radaton losses:,mn >.00 C Slab thckness [mm] Thermal transmsson coeffcent ψ [W/(mK)] Low Energy Component HIT-SP MVX Insulaton thckness 0 mm for cantlevered balcony slabs Slab thckness [mm] Thermal transmsson coeffcent ψ [W/(mK)] HIT-SP MVX HIT-SP MVX HIT-SP MVX HIT-SP MVX HIT-SP MVX HIT-SP MVX HIT-SP MVX HIT-SP MVX HIT-SP MVX HIT-SP MVX HIT-SP MVX HIT-SP MVX HIT-SP MVX HIT-SP MVX HIT-SP MVX HIT-SP MVX HIT-SP MVX HIT-SP MVX HIT-SP MVX HIT-SP MVX HIT-SP MVX HIT-SP MVX HIT-SP MVX HIT-SP MVX Low Energy Component HIT-SP MVX-OD Insulaton thckness 0 mm for cantlevered balcony slabs wth downward heght offset Slab thckness [mm] Thermal transmsson coeffcent ψ [W/(mK)] HIT-SP MVX OD 0 0. HIT-SP MVX OD HIT-SP MVX OD 0 0. HIT-HP MVX HIT-HP MVX HIT-HP MVX HIT-HP MVX HIT-HP MVX HIT-HP MVX Low Energy Component HIT-SP MVX-OU Insulaton thckness 0 mm for cantlevered balcony slabs wth upward heght offset Slab thckness [mm] Thermal transmsson coeffcent ψ [W/(mK)] HIT-SP MVX OU HIT-SP MVX OU 0 0. HIT-SP MVX OU HALFEN HIT.-E

138 HALFEN HIT INSULATED CONNECTION Buldng Physcs Low Energy Component HIT-HP ZVX Insulaton thckness 0 mm for smply-supported balcony slabs on columns Slab thckness [mm] Thermal transmsson coeffcent ψ [W/(mK)] HIT-HP ZVX HIT-HP ZVX HIT-HP ZVX HIT-HP ZVX Low Energy Component HIT-SP ZVX Insulaton thckness 0 mm for smply-supported balcony slabs on columns Certfcates by the Passve House Insttute Certfed Passve House Component In the hgher category Certfed Passve House Component whch apples for cool, temperate clmate HALFEN connectons are certfed for slab thcknesses from 0 mm. The followng crtera were used n awardng ths certfcate Effcency Crteron In two typcal applcatons (a terrace-house and an apartment) the constructon fulflls the requrement of: Δ U WB < 0.0 W/(m K) Slab thckness [mm] Thermal transmsson coeffcent ψ [W/(mK)] HIT-SP ZVX HIT-SP ZVX HIT-SP ZVX HIT-SP ZVX HIT-SP ZVX HIT-SP ZVX HIT-SP ZVX HIT-SP ZVX HIT-SP ZVX HIT-SP ZVX Certfed Passve House Component / HIT-SP ZVX Insulaton thckness 0 mm for smply-supported balcony slabs on columns Slab thckness [mm] Thermal transmsson coeffcent ψ [W/(mK)] HIT-SP ZVX HIT-SP ZVX HIT-SP ZVX HIT-SP ZVX HIT-SP ZVX HIT-SP ZVX HIT-SP ZVX HIT-SP ZVX Comfort Crteron The nner surface must be warm enough to prevent mould and uncomfortable down-draught and radaton losses:,mn >.00 C HIT-SP ZVX HIT-SP ZVX HIT-SP ZVX HIT-SP ZVX HALFEN HIT.-E

139 HALFEN HIT INSULATED CONNECTION Buldng Physcs Soundproofng accordng to DIN 09 Soundproofng Requrements Wth balcones and access balcones, vbraton s transferred nto the man structure of the buldng and dstrbuted nto adjacent rooms as arborne sound. DIN 09 specfes the maxmum level of the arborne sound pressure level L n,w whch penetrates the adjacent unts of the buldng and whch s measured wth a standardsed tappng machne. For access balcones n mult-storey buldngs wth resdental and busness unts, the current verson of DIN 09 publshed n 99 specfes as follows: req. L n,w = db (req. TSM = 0 db) The mpact sound transmsson from the balcony nto the adjacent unts can be sgnfcantly reduced by usng thermally separated balcony connectons. In DIN 09 there s no requrement defnng the necessary sound-proofng nsulaton for balcones. Ths more than 0-year-old norm s out of date and does not represent current technology. Under specal boundary condtons the standard versons of HALFEN HIT Insulated connectons can fulfl the sound nsulaton requrements for access balcones. The sound nsulaton propertes of dfferent elements were examned n ndependent on-ste measurement and n measurements done n the MFPA Braunschweg laboratory. Standardsed tappng machne accordng to EN ISO 00 Dfferences n mpact sound pressure level L n db resultng from laboratory measurements HIT Element MVX Dfference n mpact sound pressure leve HIT-HP MVX db HIT-HP MVX db HIT-HP MVX db HIT-SP MVX db HIT-SP MVX db HIT-SP MVX db HIT Element ZVX* HIT-HP ZVX HIT-HP ZVX HIT-HP ZVX HIT-SP ZVX HIT-SP ZVX HIT-SP ZVX * Values from HIT MVX are transferred for HIT ZVX. Ths s a very conservatve assumpton. ΔL n,w Techncal approved values Test setup accordng to EN ISO 00 wth bult-n element Laboratory measurements of mpact sound In laboratory measurements, the dfference n the mpact sound pressure level Δ L was examned on a balcony slab made wth HIT Elements n comparson to a contnuous floor slab. The table shows the detected values for dfferent load ranges. For the frst tme, the dfference n sound mpact levels n slab connectons are ncluded n a buldng authorty approval; they are ncluded n the European Techncal Approval, number ETA-/0. The HALFEN Insulated connectons HIT-HP and HIT-SP have the advantage that wth the requred, mandatory fre protecton the necessary sound nsulaton s also ensured. E O T A Dfference n mpact sound pressure level db db db db db 0 db 0 HALFEN HIT.-E 9

140 HALFEN HIT INSULATED CONNECTION Buldng Physcs Fre protecton accordng to EN 0 and DIN 0 All sgnfcant requrements concernng fre protecton are lad down n the respectve Buldng Regulatons of the Federal States or n the relevant Master Buldng Regulatons. The components n close contact to the HALFEN Insulated connectons HIT-HP or HIT-SP must also meet the requrements of the respectve fre resstance class accordng to EN 0-0 or DIN 0- ncludng DIN 0- n order to fully explot the fre protecton classfcaton of the connecton. The standard versons of the connectng unts HIT-HP and HIT-SP are classfed n class REI 0 accordng to EN 0-0 as well as n class F 0-AB accordng to DIN 0 n complance wth the European Technchal Approval ETA-/0 and the Natonal Techncal Approvals Z-.-9, Z-.-09 and Z-.-. Ths s possble due to the specal shape of the nsulatng body n combnaton wth the use of hgh-qualty nonflammable mneral wool, Buldng Materal Class A and Euro Class A, respectvely. The structure prevents flashover on the element sdes as the nsulatng wool encloses the load bearng elements (CSB, shear bars and tenson bars) from all sdes. R E I Meanng of the abbrevaton REI: The structural safety of the connecton s ensured for the specfed duraton. The room separaton effect for the connecton s ensured for the specfed perod. The thermal nsulatng property of the connecton s ensured for the specfed duraton. 0 The functons above mentoned are ensured for 0 mnutes of fre exposure n complance wth the standard tme/temperature curve. HIT-HP MV unt Thermometer Vew nto the fre test chamber durng the HIT-HP MV fre-test after 0 mnutes of exposure The complance wth requrements concernng fre protecton of any adjonng structural elements must be verfed by the engneer. Advantages The advantages of the new connecton element n comparson to the elements used n conventonal constructon methods wth polystyrene and fre boards are obvous: no confuson of the standard and F 90 versons selectng a fre-resstant element doesn t compromse heat nsulaton effcency. no damage to the load bearng elements caused by flashover on the sdes as the fre-resstant nsulatng wool encloses the load bearng elements from all sdes protecton aganst weatherng 0 0 HALFEN HIT.-E

141 HALFEN HIT INSULATED CONNECTION HIT Software Innovatons and advantages The up-dated verson of the HIT-Software for calculaton of HIT Insulated connectons s a development of prevous versons, whch has been optmzed and enhanced wth essental functons. The HIT desgn software allows you to plan verfable balcones wth these ten key advantages: free download avalable ntutve and easy to use enhanced load and support optons verfable statc prntouts generates.dxf-fles output for nput to drawng, f requred tem-lst complaton to facltate orderng varable GUI usng the current Wndows desgn, fully customzable to your needs output of nternal force progresson for each load case opton to select a varety of nternatonal standard numerous dfferent language optons avalable Only three steps requred to complete a parts lst for enqures and orders Step : Easy and ntutve nput of the ntal parameters HALFEN offers a wde selecton of balcony types: cantlever balcony (see example on the rght) cantlever balcony wth column logga outsde corner balcony outsde corner balcony wth column nsde corner balcony nsde corner balcony wth column heght offset balcony 0 HALFEN HIT.-E

142 HALFEN HIT INSULATED CONNECTION HIT Software Step : Output of verfable structural calculatons The HIT desgn program uses the geometry of the balcony and the constrants for concrete cover and concrete strength to select the approprate HIT Elements. If requred, the results can be prnted out as a verfable structural calculaton. Prntouts can be a compact verson or n greater detal ncludng all analysed load cases and combnatons, the dstorton results, as well as graphc llustratons. The sgnfcantly mproved graphc output capabltes of the new HIT software can nclude not only the basc geometry of the balcony but also a detaled top vew and dagram llustratng the HALFEN HIT Insulated connectons, the loads and the necessary connectng renforcement. Step : Parts lsts prntout To smplfy enqury and the order process the HIT software can generate the followng parts lsts: parts lst showng all ndvdual balcony unts (example on the rght) parts lsted as HIT types Concluson HALFEN HIT Insulated connecton Parts Lst HIT Desgn Software Project: Multfamly Buldng, Central Street Created by: Mr. Bulder Company: ABC Poston Artcle number Catalogue No. Number of balcones The user-frendly, tred and tested HALFEN Software s now avalable n a new desgn. The program allows ntutve operaton and easy nput of parameter for numerous balcony support applcaton. HALFEN provdes the planner wth a software wth absolute relablty n desgnng and dmensonng balcony connectons. The software calculates buldng authorty approved HIT Elements. All verfcatons requred n accordance wth approvals ETA-/0, Z-.-9, Z-.-09 or Z-.- are also avalable n keepng wth HALFEN`s ntegral safety concept that no further approvals need to be acqured by planners when usng any HALFEN HIT Insulated connectons. per tem Mcro FE by mbaec Software Integraton of HIT Elements nto the powerful FE System especally for the buldng ndustry 0 HALFEN HIT.-E