VYHLÁSENIE O PARAMETROCH. č SK. Predpokladané použitie. stave ý h častí ako o kladov a stropov, pozri prílohu, najmä prílohy B 1 - B 4

Similar documents
VYHLÁSENIE O PARAMETROCH. č SK. Predpokladané použitie. stave ý h častí ako o kladov a stropov, pozri prílohu, najmä prílohy B 1 - B 3

VYHLÁSENIE O PARAMETROCH. č SK. Predpoklada é použitie. stave ý h častí ako o kladov a stropov, pozri prílohu, najmä prílohy B 1 - B 8

VYHLÁSENIE O PARAMETROCH. č SK

DECLARATION OF PERFORMANCE

VYHLÁSENIE O PARAMETROCH č. Hilti HDA 0672-CPD-0012

A through-bolt expansion wedge anchor with controlled torque, for use in cracked and non cracked concrete.

Hilti HSV-F Stud anchor

ETIKA V PROFESII PSYCHOLÓGA

Authorised and notified according to Article 29 of the Regulation (EU) No 305/2011 of the European Parliament and of the Council of 9 March 2011

Technical information CONCRETE / SOLID STONE. Reaction resin mortar, epoxy-acrylate-based with styrene USAGE INSTRUCTIONS

I n t e r ku l t ú r n a ko mu n i ká c i a na hodine anglické h o jazyka. p r ostrední c tvom použitia PC

Table of Contents. languages DOP's Pages

S T A T E B U D G E T : T A X A M E N D M E N T S

ETAG 001 Edition 2012

1 Input data. Profis Anchor Company: Specifier: Address: Phone I Fax: Page: Project: Sub-Project I Pos. No.

1 Input data. Profis Anchor Company: Specifier: Address: Phone I Fax: Page: Project: Sub-Project I Pos. No.

F O R SOCI AL WORK RESE ARCH

Z7A. Load cells. Special features. Data sheet. Wiring code

Challenges of Nanomaterial Regulation in Europe. November 8th 2016, Grenoble Dr. Julia Donauer

KUNSTSTOFFDÜBEL ALS MEHRFACHBEFESTIGUNG VON NICHTTRAGENDEN SYSTEMEN ZUR VERANKERUNG IM BETON UND MAUERWERK

A through-bolt expansion wedge anchor with controlled torque, for use in non cracked concrete.

Edward C. Robison, PE, SE. 02 January Architectural Metal Works ATTN: Sean Wentworth th ST Emeryville, CA 94608

Hilti North America Installation Technical Manual Technical Data MI System Version

Tension zone applications, i.e., cable trays and strut, pipe supports, fire sprinklers Seismic and wind loading

2016 No. 410 (W. 128) WATER, ENGLAND AND WALES. The Water Supply (Water Quality) (Amendment) Regulations 2016

INTRODUCTION. REACH Compliance. Importers / Retailers. Delhi,

Depending on the application and the anchor type one of the following two concepts can be applied: Partial safety factor concept.

Linear Guides SH Series

MECHANICS OF MATERIALS. Prepared by Engr. John Paul Timola

2D - STRIP ANCHOR LIFTING SYSTEM


The distribution of characters, bi- and trigrams in the Uppsala 70 million words Swedish newspaper corpus

Structural Fire Design according to Eurocodes

Seminar Worked examples on Bridge Design with Eurocodes

S TRUCTUR A L PR E- A N A LYSIS TA B LES

Lower Austria. The Big Travel Map. Big Travel Map of Lower Austria.

G-FIRE GROOVED FITTINGS

FINAL DRAFT pren 1990

OH BOY! Story. N a r r a t iv e a n d o bj e c t s th ea t e r Fo r a l l a g e s, fr o m th e a ge of 9

Introduction to The Design Example and EN Basis of Design

Our products. Page 3-4. Chemical anchor (approval ETA/08/0231) Hammer-in capsule 5-7. Chemical mortar (approval ETA-04/0071, and -0073)

Design of AAC wall panel according to EN 12602

REACH (EU Strategy for new chemicals) & Success Service. Dr. Andreas Kicherer

Structural Calculations for Juliet balconies using BALCONY 2 System (Aerofoil) handrail. Our ref: JULB2NB Date of issue: March 2017

Plan4all (econtentplus project)

This document is meant purely as a documentation tool and the institutions do not assume any liability for its contents


The HELCOM Baltic Sea Action Plan and Marine Spatial Planning

DECLARATION OF PERFORMANCE No. 37/X-PIR/OBO

CHAPTER 6 : LITERATURE REVIEW

P E R E N C O - C H R I S T M A S P A R T Y

Letter to non European Union customers

Hilti North America Installation Technical Manual Technical Data MI System Version

Eurocode 7 from soil mechanics to rock mechanics. Luís Lamas, LNEC, Lisbon, Portugal Didier Virely, CEREMA, Toulouse, France

C O N T E N T E I S F E L D I N G E N I E U R E P H I L O S O P H Y C O M PA N Y F I E L D O F A C T I V I T Y

EUROPEAN COMMISSION. Brussels, XXX [ ](2015) XXX draft ANNEX 1 ANNEX

International Conference on the Safety of Radioactive Waste Management

Open Data meets Big Data

CEN/TC 250/SC 3 N 2633

RELIABILITY ASSESSMENT OF EXISTING STRUCTURES

DS 300. Electronic Pressure Switch. with IO-Link interface. Stainless Steel Sensor. accuracy according to IEC 60770: 0.35 % FSO.

QUAKE BRAKE TM MODEL QBC-12 SEISMIC SWAY BRACING KIT FEATURING

DRAIN TRACING DYE RED E123

KIBÆK TENT BOOK - 12 M WITHOUT GUY LINES. Static calculations of 12 m tent. Prepared for: Kibæk pressening. Revision 0, March 23, 2016

Traceability of nanomaterials Nano-databases and notification requirements

AN IDENTIFICATION ALGORITHM FOR ARMAX SYSTEMS

Limits and Continuity. 2 lim. x x x 3. lim x. lim. sinq. 5. Find the horizontal asymptote (s) of. Summer Packet AP Calculus BC Page 4

Pushover Seismic Analysis of Bridge Structures

Load Cells. 3/2 Introduction. 3/3 Mounting components 3/3 Introduction

Safety concept for structural fire design application and validation in steel and composite construction

Materials Approach using the Toyograph CAS Number Approach

Reagent Kits Group Standard HSR002647

Module H.i. Establishing Legal Limits on Lead in Paint: The European Union Experience

Physics 201 Final Exam Practice

REACH. Federation of Hong Kong Industries 17 th January, Heribert Bürgy Chemical Division Market Control and Advice

Introduction. Machine Element Design Walid Khraisat

3M Serial Attached SCSI (SAS) Connector Boardmount Through-Hole, Vertical Receptacle

EUROPEAN COMMISSION. Brussels, XXX D046374/04 [ ](2016) XXX draft ANNEX 1 ANNEX

G-FIRE FLANGE ADAPTERS

my!wind Ltd 5 kw wind turbine Static Stability Specification

LH1522AB/ AAC/ AACTR. Pb Pb-free. Dual 1 Form A Solid State Relay. Vishay Semiconductors

PRODUCT SAFETY SUMMARY (GPS) SODIUM-HYDROXIDE


B REGULATION (EU) No 649/2012 OF THE EUROPEAN PARLIAMENT AND OF THE COUNCIL of 4 July 2012 concerning the export and import of hazardous chemicals

ROTARY CONTROLS. Rotary controls 1. GENERAL FEATURES 2. POSITION INDICATORS

T i t l e o f t h e w o r k : L a M a r e a Y o k o h a m a. A r t i s t : M a r i a n o P e n s o t t i ( P l a y w r i g h t, D i r e c t o r )

Nanomaterials under REACH

IBV Series C Carbon Steel Inverted Bucket Vertical Steam Trap

IBV Series Z Alloy Steel Inverted Bucket Vertical Steam Trap

Substance name: 2,4 - Dinitrotoluene EC number: CAS number: MEMBER STATE COMMITTEE SUPPORT DOCUMENT FOR IDENTIFICATION OF

Safety Analysis of a Class 3 Component by ANSYS

Radiological Protection Principles concerning the Natural Radioactivity of Building Materials

FA TIGUE BEHAVIOUR OF ANCHOR BOLTS IN CONCRETE

Design of Earthquake-Resistant Structures

Corrosion Inhibitors (Corrosive) Group Standard HSR002547

my!wind Ltd 5 kw wind turbine Static Stability Specification

ASME BPVC VIII Example E E PTB

SEISMIC BASE ISOLATION

OPTIMISATION OF REINFORCEMENT OF RC FRAMED STRUCTURES

Data Sheet. Functional Safety Characteristic Safety Values for BE.. Brakes * _0715*

Transcription:

VYHLÁSENIE O PARAMETROCH č. 0009 SK 1. Jedi eč ý ide tifikač ý k d typu výro ku: o eľová kotva fis her FAZ II 2. )a ýšľa é použitie/použitia: Produkt O eľová kotva pre použitie v betóne k upev e iu ťažký h systé ov Predpokladané použitie K upev e iu a/ale o podpore os ý h et ový h prvkov ale o ťažký h stave ý h častí ako o kladov a stropov, pozri prílohu, najmä prílohy B 1 - B 4 3. Výrobca: fischerwerke GmbH & Co. KG, Klaus-Fischer-Straße 1, 72178 Waldachtal, Nemecko 4. Splnomocnený zástupca: -- 5. Systém(-y) posudzovania a overovania nemennosti parametrov: 1 6a. Harmonizovaná norma: --- Notifikovaný(-é) subjekt(-y): --- 6b. Európsky hodnotiaci dokument: ETAG 001; 2013-04 Európske technické posúdenie: ETA-05/0069; 2015-03-04 Orgán technického posudzovania: DIBt Notifikovaný(-é) subjekt(-y): 1343 MPA Darmstadt 7. Deklarované parametre: Me hani ká pevnosť a sta ilita (BWR 1) Podstatný znak Výkon Charakteristická odol osť pod stati ký a kvázi stati ký vplyvo pre Pozri prílohu, o zvlášť prílohu C 1 - C 3 di e zova ie podľa ETAG príloha C ale o CEN/TS 99-4:2009 Charakteristi ká odol osť pre seiz i ké výko y kateg rií C a C Pozri prílohu, o zvlášť prílohu C 6 - C 7 Posun pre statické a kvázi statické vplyvy Pozri prílohu, najmä prílohu C 8 Posun pre seizmické vplyvy Pozri prílohu, najmä prílohu C 9 Protipožiarna o hrana (BWR 2) Podstatný znak Výkon Reak ia a oheň H oždi ka spĺňa požiadavky triedy A 1 Odol osť voči ohňu Pozri prílohu, najmä prílohu C 4, C 5 8. Vhod á te h i ká doku e tá ia a/ale o špe ifi ká te h i ká doku e tá ia: --- Uvedené parametre výrobku sú v zhode so súborom deklarovaných parametrov. Toto vyhlásenie o parametroch sa v súlade s ariade í EÚ č. 5/ vydáva a výhrad ú zodpoved osť uvede ého výro u. Podpísal(-a) za a v mene výrobcu: Andreas Bucher, Dipl.-Ing. Wolfgang Hengesbach, Dipl.-Ing., Dipl.-Wirtsch.-Ing. Tumlingen, 2015-03-11 - Toto vyhlásenie o vlastnostiach bolo vyhotovené v rôznych jazykoch. V prípade, že d jde k rozdiel e u výkladu á a gli ká verzia vždy pred osť. - Príloha o sahuje do rovoľ é a doplňujú e i for á ie v a gli ko jazyku. Tieto vychádzajú zo zákonom stanovených požiadaviek jazykovo eutrál y h

Apppendix 1/19 E E E P Specific Part 1 Technical description of the product The fischer Bolt Anchor FAZ II is an anchor made of galvanised steel (FAZ II) or made of stainless steel (FAZ II A4) or high corrosion resistant steel (FAZ II C) which is placed into a drilled hole and anchored by torque-controlled expansion. The product description is given in Annex A. 2 Specification of the intended use in accordance with the applicable European Assessment Document The performances given in Section 3 are only valid if the anchor is used in compliance with the specifications and conditions given in Annex B. The verifications and assessment methods on which this European Technical Assessment is based lead to the assumption of a working life of the anchor of at least 50 years. The indications given on the working life cannot be interpreted as a guarantee given by the producer, but are to be regarded only as a means for choosing the right products in relation to the expected economically reasonable working life of the works. 3 Performance of the product and references to the methods used for its assessment 3.1 Mechanical resistance and stability (BWR 1) Essential characteristic Characteristic resistance for static and quasi static action for design according to ETAG 001 Annex C or CEN/TS 1992-4:2009 Characteristic resistance for Seismic performance categories C1 and C2 Performance See Annex C 1 to C 3 See Annex C 6 to C 7 Displacements under static and quasi static action See Annex C 8 Displacements under seismic action See Annex C 9 3.2 Safety in case of fire (BWR 2) Essential characteristic Performance Reaction to fire Anchorages satisfy requirements for Class A1 Characteristic resistance under fire exposure See Annex C 4,C 5 3.3 Hygiene, health and the environment (BWR 3) Not applicable. 3.4 Safety in use (BWR 4) The essential characteristics regarding Safety in use are included under the Basic Works Requirement Mechanical resistance and stability. 3.5 Protection against noise (BWR 5) Not applicable. 3.6 Energy economy and heat retention (BWR 6) Not applicable. Z

Apppendix 2/19 E E E P 3.7 Sustainable use of natural resources (BWR 7) The sustainable use of natural resources was not investigated. 3.8 General aspects The verification of durability is part of testing the essential characteristics. Durability is only ensured if the specifications of intended use according to Annex B are taken into account. 4 Assessment and verification of constancy of performance (AVCP) system applied, with reference to its legal base According to Decision of the Commission of 24 June 1996 (96/582/EC) (OJ L 254 of 08.10.96 p. 62-65), the system of assessment and verification of constancy of performance (see Annex V and Article 65 Paragraph 2 to Regulation (EU) No 305/2011) given in the following table applies. Product Intended use Level or class System Metal anchors for use in concrete (heavy-duty type) For fixing and/or supporting concrete structural elements or heavy units such as cladding and suspended ceilings 1 Z

Apppendix 3/19

Apppendix 4/19

Apppendix 5/19

Apppendix 6/19

Apppendix 7/19

Apppendix 8/19

Apppendix 9/19

Apppendix 10/19

Apppendix 11/19

Apppendix 12/19

Apppendix 13/19

Apppendix 14/19

Apppendix 15/19

Apppendix 16/19

Apppendix 17/19

Apppendix 18/19

Apppendix 19/19