SLOVAK UNIVERSITY OF TECHNOLOGY IN BRATISLAVA FACULTY OF CIVIL ENGINEERING MODERN STYLE MANSION
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1 SLOVAK UNIVERSITY OF TECHNOLOGY IN BRATISLAVA FACULTY OF CIVIL ENGINEERING MODERN STYLE MANSION BACHELOR THESIS SvF Study program: Civil Engineering Study field: Building industry Workplace: STU Faculty of Civil Engineering Thesis supervisor, Trainer: Ing. arch. Dr. Roman Rabenseifer Consultant: Ing. arch. Dr. Roman Rabenseifer Bratislava 2011 Ľuboš Šnirc
2 Abstract Theme of this Bachelor Thesis is Modern Style Mansion. The purpose of this work was design of modern mansion for demanding family. Nowadays it is normal if client wants from us trendy and unusual building with interesting architecture. If we want to fulfil all his requirements we have to count with many aspects. For example architecture, style of building, construction system, surrounding neighbourhood and it is also energy and thermal quality of building. If we design house with all this requirements we can obtain building which will be desirable for our clients.
3 CONTENTS 1. INTRODUCTION TECHNICAL REPORT Description of space inclusion into the surrounding neighbourhood Architecture and basic static and construction system ASSESSMENT OF ENERGY AND THERMAL QUALITY OF BUILDING Assessment of building envelope Assessment of windows and entrance doors Assessment of critical details with regard to required minimum surface temperature Assessment of energy demand for heating CONCLUSION REFERENCES
4 1. INTRODUCTION In my thesis I design modern style mansion. It is a bit luxury structure for rich people with big rooms, big bathrooms, kitchen connected to the living room, with relaxing room on the highest floor and also with huge swimming pool in underground floor. There is also huge garden with swimming pool. Whereas it is big building we have to count with many aspects, such as energy and thermal quality of building. After designing of my mansion I tried to fulfil all this requirements and I calculated thermal resistance of exterior walls, roof and base plate and in the end also energy demand for heating. 4
5 2. TECHNICAL REPORT 2.1 Description of space inclusion into the surrounding neighbourhood Building is situated in village Poruba with wonderful countryside and mountains. From north side of the building is urban road and also other houses with ordinary architecture and style. From other sides there is only nature with meadows and stream on the south. Fifty meters from the house is multifunctional playground. 2.2 Architecture and basic static and construction system Modern style mansion is a self-standing house with three floors and one underground floor. It is comfortable modern mansion for demanding family. The entrance is situated on the ground floor, from the north. In underground floor we can find also swimming pool with sauna and Jacuzzi. There is also fitness. The first floor is used as a living part. There are located living rooms for parents and children. The highest floor is used as a relaxing part of house with very beautiful view. Architecture is modern but also with some luxury elements. However, the building fits very well to the surrounding area. As construction system I used mainly masonry system. Types of used bricks are POROTHERM PROFI 38, POROTHERM PROFI 30, POROTHER 17, 5 and POROTHERM PROFI 14. But I had to use also columns because of the complicated underground floor, where some of pillars are located in swimming pool. These columns support upper external walls, because external walls are in the middle of ceilinig. For the base plate and for ceilings is used reinforced concrete. 5
6 3. ASSESSMENT OF ENERGY AND THERMAL QUALITY OF BUILDING 3.1 Assessment of building envelope It is very important, when we are trying to design and after also built our building, to calculate the thermal resistance for exterior walls, roof and base plate. I made this assessment for all this parts in my building and you can see that it meets all requirements. For results, see appendix. 3.2 Assessment of windows and entrance doors For windows I choose Schueco Corona CT 70 Classic with U w from 1,3 W/(m²K), with standard glazing U g =1,1 W/(m²K). As the entrance door I choose Sherock Praktik K2/3. For more details see Tab Assessment of critical details with regard to required minimum surface temperature We have to calculate also critical details with regard to required minimum surface temperature. In my calculation the details are correct. All temperatures are according to the standards. For more information and also for pictures see Pic.2.3.1, Pic and Pic
7 3.4 Assessment of energy demand for heating All calculation of energy demand for heating is in the Tab
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9 **************************************************************************** * * * KOMPLEXNÉ TEPELNO-TECHNICKÉ POSÚDENIE STAVEBNÝCH KONŠTRUKCIÍ * * * * podľa STN /2002 * **************************************************************************** STUDENT VERSION program TERMO'09 - A modul STUDENT VERSION Názov úlohy : EXTERNAL WALL Spracovateľ : Ľuboš Šnirc Zákazka : Dátum : ZADANÉ OKRAJOVÉ PODMIENKY ( STUDENT VERSION ): ============================================== ( pre exteriér - Prievidza ) Teplota vzduchu... ThetaE(Oe): C Relatívna vlhkosť... FiE(Fe): 84.0 % Odpor pri prestupe tepla... Rse: 0.04 m2k/w Pohltivosť slnečného ţiarenia... Alfa: 0.93 (SV neuvaţuje) Redukcia na orientáciu... Red: 0.70 (SV neuvaţuje) ( pre interiér - Obývacie miestnosti ) Teplota vzduchu... ThetaI(Oi): 20.0 C Relatívna vlhkosť... FiI(Fi): 50.0 % Odpor pri prestupe tepla... Rsi: 0.13 m2k/w Bezpečnostná priráţka... DeltaThetaSI(DOsi): 0.20 K ZADANÁ SKLADBA KONŠTRUKCIE ( OBVODOVÁ STENA - od interiéru ): ============================================================= Ť STAVEBNÝ MATERIÁL Ť HRÚBKA Ť LAMBDA Ť RO Ť c Ť µ Ť Ť [vrstva] Ť [m] Ť [W/mK] Ť [kg/m3] Ť [J/kgK] Ť [-] Ť Ť 1 BAUMIT stukova Ť Ť Ť Ť Ť 12.0 Ť Ť 2 BAUMIT MVR Uni Ť Ť Ť Ť Ť 19.0 Ť Ť 3 BAUMIT prednástrek Ť Ť Ť Ť Ť 22.0 Ť Ť 4 SUPERTHERM 38 P+D Ť Ť Ť Ť Ť 7.0 Ť Ť 5 BAUMIT KLEBESPACHTEL Ť Ť Ť Ť Ť 50.0 Ť Ť 6 Dosky BAUMIT EPS-F Ť Ť Ť 18.0 Ť Ť 40.0 Ť Ť 7 BAUMIT KLEBESPACHTEL Ť Ť Ť Ť Ť 50.0 Ť Ť 8 BAUMIT SILIKATPUTZ Ť Ť Ť Ť Ť 37.0 Ť VÝSLEDKY VÝPOČTU ( STUDENT VERSION ): ===================================== Tepelný odpor konštrukcie... R: Odpor pri prechode tepla... Ro: Súčiniteľ prechodu tepla... U: Difúzny odpor konštrukcie... Rd: Povrchová teplota... ThetaSI(Osi): 4.45 m2k/w 4.62 m2k/w 0.22 W/m2K E9 m/s C 9
10 POSÚDENIE KONŠTRUKCIE ( STUDENT VERSION ): ========================================== Ť Tepelný odpor Ť R = 4.45 m2k/w > Rn = 3.00 m2k/w Ť vyhovuje Ť Ť Riziko vzniku plesní Ť Osi = 19.0 C > Osi80+DOsi = 12.8 C Ť vyhovuje Ť TEPELNÉ A DIFÚZNE ODPORY VRSTIEV A PRIEBEH TEPLÔT A PARCIÁLNYCH TLAKOV: ======================================================================= Ť vrstva Ť R Ť Rd Ť teplota Ť Pd Ť Psat Ť poznámka Ť Ť Ť [m2k/w] Ť E-9[m/s]Ť [ C] Ť [Pa] Ť [Pa] Ť Ť Ť 0 Ť STUDENT VERSION Ť Ť Ť Ť nekondenzuje Ť Ť 1 Ť Ť 0.25 Ť Ť Ť Ť nekondenzuje Ť Ť 2 Ť Ť 1.01 Ť Ť Ť Ť nekondenzuje Ť Ť 3 Ť Ť 0.47 Ť Ť Ť Ť nekondenzuje Ť Ť 4 Ť Ť Ť 1.09 Ť Ť Ť kondenzuje Ť Ť 5 Ť Ť 0.80 Ť 1.06 Ť Ť Ť kondenzuje Ť Ť 6 Ť Ť Ť Ť Ť Ť kondenzuje Ť Ť 7 Ť Ť 0.80 Ť Ť Ť Ť nekondenzuje Ť Ť 8 Ť Ť 0.59 Ť Ť Ť Ť nekondenzuje Ť Pri teplote Oe= C dochádza ku kondenzácii vo vnútri konštrukcie POSÚDENIE CELOROČNÉHO VLHKOSTNÉHO REŢIMU KONŠTRUKCIE ( STUDENT VERSION ): ========================================================================= Ť Prípustné mnoţstvo Ť gk = kg/m2 < gk,max = 0.5 kg/m2 Ť vyhovuje Ť Ť Bilancia vlhkosti Ť gk = kg/m2 < gv = kg/m2 Ť vyhovuje Ť
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13 **************************************************************************** * * * KOMPLEXNÉ TEPELNO-TECHNICKÉ POSÚDENIE STAVEBNÝCH KONŠTRUKCIÍ * * * * podľa STN /2002 * **************************************************************************** STUDENT VERSION program TERMO'09 - A modul STUDENT VERSION Názov úlohy : ROOF Spracovateľ : Ľuboš Šnirc Zákazka : Dátum : ZADANÉ OKRAJOVÉ PODMIENKY ( STUDENT VERSION ): ============================================== ( pre exteriér - Prievidza ) Teplota vzduchu... ThetaE(Oe): C Relatívna vlhkosť... FiE(Fe): 84.0 % Odpor pri prestupe tepla... Rse: 0.04 m2k/w Pohltivosť slnečného ţiarenia... Alfa: 0.90 (SV neuvaţuje) Redukcia na orientáciu... Red: 1.00 (SV neuvaţuje) ( pre interiér - Obývacie miestnosti ) Teplota vzduchu... ThetaI(Oi): 20.0 C Relatívna vlhkosť... FiI(Fi): 50.0 % Odpor pri prestupe tepla... Rsi: 0.10 m2k/w Bezpečnostná priráţka... DeltaThetaSI(DOsi): 0.20 K ZADANÁ SKLADBA KONŠTRUKCIE ( ŠIKMÁ STRECHA - od interiéru ): ============================================================ Ť STAVEBNÝ MATERIÁL Ť HRÚBKA Ť LAMBDA Ť RO Ť c Ť µ Ť Ť [vrstva] Ť [m] Ť [W/mK] Ť [kg/m3] Ť [J/kgK] Ť [-] Ť Ť 1 Drevenny obklad Ť Ť Ť Ť Ť 4.5 Ť Ť 2 Isover ACUPLAT Ť Ť Ť Ť Ť 1.0 Ť Ť 3 Parozabrana Ť Ť Ť Ť Ť Ť Ť 4 Isover UNIROL PLUS Ť Ť Ť Ť Ť 1.0 Ť Ť 5 Paropriepustna folia Ť Ť Ť Ť Ť Ť VÝSLEDKY VÝPOČTU ( STUDENT VERSION ): ===================================== Tepelný odpor konštrukcie... R: Odpor pri prechode tepla... Ro: Súčiniteľ prechodu tepla... U: Difúzny odpor konštrukcie... Rd: Povrchová teplota... ThetaSI(Osi): 5.83 m2k/w 5.97 m2k/w 0.17 W/m2K E9 m/s C 13
14 POSÚDENIE KONŠTRUKCIE ( STUDENT VERSION ): ========================================== Ť Tepelný odpor Ť R = 5.83 m2k/w > Rn = 4.90 m2k/w Ť vyhovuje Ť Ť Riziko vzniku plesní Ť Osi = 19.4 C > Osi80+DOsi = 12.8 C Ť vyhovuje Ť TEPELNÉ A DIFÚZNE ODPORY VRSTIEV A PRIEBEH TEPLÔT A PARCIÁLNYCH TLAKOV: ======================================================================= Ť vrstva Ť R Ť Rd Ť teplota Ť Pd Ť Psat Ť poznámka Ť Ť Ť [m2k/w] Ť E-9[m/s]Ť [ C] Ť [Pa] Ť [Pa] Ť Ť Ť 0 Ť STUDENT VERSION Ť Ť Ť Ť nekondenzuje Ť Ť 1 Ť Ť 0.29 Ť Ť Ť Ť nekondenzuje Ť Ť 2 Ť Ť 0.27 Ť Ť Ť Ť nekondenzuje Ť Ť 3 Ť Ť Ť Ť Ť Ť nekondenzuje Ť Ť 4 Ť Ť 0.85 Ť Ť Ť Ť nekondenzuje Ť Ť 5 Ť Ť 0.11 Ť Ť Ť Ť nekondenzuje Ť Pri teplote Oe= C nedochádza ku kondenzácii vo vnútri konštrukcie 14
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16 **************************************************************************** * * * KOMPLEXNÉ TEPELNO-TECHNICKÉ POSÚDENIE STAVEBNÝCH KONŠTRUKCIÍ * * * * podľa STN /2002 * **************************************************************************** STUDENT VERSION program TERMO'09 - A modul STUDENT VERSION Názov úlohy : BASE PLATE Spracovateľ : Ľuboš Šnirc Zákazka : Dátum : ZADANÉ OKRAJOVÉ PODMIENKY ( STUDENT VERSION ): ============================================== ( pre exteriér - Podlaha na teréne ) Teplota pod podlahou... ThetaE(Oe): 5.0 C Relatívna vlhkosť vzduchu... FiE(Fe): 84.0 % Odpor pri prestupe tepla... Rse: 0.04 m2k/w Charakteristický rozmer podlahy... B': 8.56 m ( pre interiér - Obývacie miestnosti ) Teplota vzduchu... ThetaI(Oi): 20.0 C Relatívna vlhkosť... FiI(Fi): 50.0 % Odpor pri prestupe tepla... Rsi: 0.17 m2k/w Bezpečnostná priráţka... DeltaThetaSI(DOsi): 0.50 K ZADANÁ SKLADBA KONŠTRUKCIE ( PODLAHA NA TERÉNE - od interiéru ): ================================================================ Ť STAVEBNÝ MATERIÁL Ť HRÚBKA Ť LAMBDA Ť RO Ť c Ť µ Ť Ť [vrstva] Ť [m] Ť [W/mK] Ť [kg/m3] Ť [J/kgK] Ť [-] Ť Ť 1 Keramická dlaţba Ť Ť Ť Ť Ť Ť Ť 2 Stavebne lepidlo Ť Ť Ť Ť Ť 35.0 Ť Ť 3 Cementovy poter Ť Ť Ť Ť Ť 23.0 Ť Ť 4 Polyetylénová fólia Ť Ť Ť Ť Ť Ť Ť 5 BASF STYRODUR 2800 S Ť Ť Ť 30.0 Ť Ť Ť VÝSLEDKY VÝPOČTU ( STUDENT VERSION ): ===================================== Tepelný odpor konštrukcie... R: Odpor pri prechode tepla... Ro: Súčiniteľ prechodu tepla... U: Tepelná prijímavosť podlahy... b: Povrchová teplota... ThetaSI(Osi): Pokles dotykovej teploty... DeltaTheta: 2.32 m2k/w 4.58 m2k/w 0.22 W/m2K Ws(1/2)/m2K - studená C 7.23 C 16
17 POSÚDENIE KONŠTRUKCIE ( STUDENT VERSION ): ========================================== Ť Tepelný odpor Ť R = 2.32 m2k/w > Rn = 2.30 m2k/w Ť vyhovuje Ť Ť Riziko vzniku plesní Ť Osi = 19.4 C > Osi80+DOsi = 13.1 C Ť vyhovuje Ť 17
18 Energetické hodnotenie budov STN (funkčné požiadavky), STN (výpočtové metódy) 1. Budova: Obostavaný objem [m 3 ] Merná plocha [m 2 ] Formulár V b = 2550 A b = 675 Budova nová X Priemerná konštrukčná výška vykurovaných podlaží [m]: obnovovaná h k,pr = 2,85 Obytná budova Rodinný dom X Bytový dom áno X nie Verejná budova 2. Merná tepelná strata prechodom tepla H T [W/K]: Konštrukcia Plocha A i U i U i.a i Faktor b x b x.u i.a i [m 2 ] [W/(m 2 K)] [W/K] [-] [W/K] WINDOWS 92 1,20 110, ,4 DOORS 16 1,20 19,2 1 19,2 ROOF 1 165,3 0,17 28, ,10 ROOF 2 61,7 0,17 10, ,49 WALLS 135 0,22 29,7 1 29,7 FLOOR 254 0,22 55, ,88 SA i = 724 S b x.u i.a i = 253,77 3. Započítanie vplyvu tepelných mostov: exaktne paušálne X Exaktne: zadá sa vypočítaná hodnota podľa STN , ods DU = 0,05 Paušálne: DU = 0,05 X zatepľované konštrukcie zvonka DU = 0,1 ostatné prípady Vplyv tepelných mostov [W/K] DH TM = DU SA i = 36,2 Merná tepelná strata H T [W/K] H T = S b x.u i.a i + DU.SA i = 289,97 Priemerný súčiniteľ prechodu tepla [W/(m 2 K)] U m = H T / SA i = 0,40 4. Merná tepelná strata vetraním H V [W/K]: Intenzita výmeny vzduchu 1/h: n = 0,5 H V = 0,264.n.V b = 336,6 5. Merná tepelná strata H [W/K]: 6. Solárne zisky Q s = SQ sj = S I sj. 0,50. g nj.a nj [kwh]: H = H T + H V = 626,57 I sj g nj A nj Q sj Juh 320 0,8 30,3 3878,4 Východ 200 0, Západ 200 0,8 27, Sever 100 0, Juhozápad / Juhovýchod 260 0, Severovýchod / Severozápad 130 0,8 13,2 686,4 horizontála 340 Q s = SQ sj = 16460,8 18
19 7. Vnútorné zisky Q i [kwh]: q i = 4 W/m 2 q i = 5 W/m 2 q i = 6 W/m 2 X Rodinný dom Bytový dom Verejná budova 8. Celkové vnútorné zisky Q s + Q i [kwh]: 9. Potreba tepla na vykurovanie [kwh/rok]: Q i = 5.q i.a b = Q s + Q i = 29960,8 Q h = 82,1 (H T + H V ) - 0,95 (Q s + Q i ) Q h = 22978, Merná potreba tepla na vykurovanie [kwh/(m3.rok)]: E 1 = Q h / V b E 1 = 9, Merná potreba tepla na vykurovanie [kwh/(m2.rok)]: E 2 = Q h / A b E 2 = 34, Faktor tvaru budovy [m -1 ]: 13. Normové hodnoty: Nové budovy: Obnovované budovy: E 1N = 10, ,43 SA i / V b = 17,49 E 1N = 15, ,71 SA i / V b = E 2N = h k,pr. E 1N = 49,85 E 2N = h k,pr. E 1N = 14. Hodnotenie podľa STN : Vyhovuje? Áno Nie E1 < E1N alebo E2 < E2N * SA i / V b = 0,28 19
20 Pic The temperatures in construction - isotherms Pic The temperatures in construction temperature field 20
21 Pic The temperatures in construction isotherms 21
22 4. CONCLUSION In my thesis I designed modern style mansion. It is a self-standing house with three floors and one underground floor. It is comfortable modern mansion for demanding family. Architecture is modern but also with some luxury elements. However, the building fits very well to the surrounding area. In this mansion are big rooms, big bathrooms, kitchen connected to the living room, with relaxing room on the highest floor and also with huge swimming pool in underground floor. There is also huge garden with swimming pool. I had to count with many aspects, such as energy and thermal quality of building. Everything what I calculated was according to standards. 22
23 REFERENCES [1] CHMÚRNY, I. Tepelná ochrana budov.bratislava: Jaga, s. ISBN [2] NEUMANN, D.- WEINBRENNER, U.Baukonstruktionslehre, Teil I.,II Stuttgart :Teubner s. ISBN [3] SLEEPER, J. RAMSEY, C.G. Architectural Graphic Standards. New York : J. Willy and Sons, s. ISBN [4] relevant standards, particularly STN , catalogues, building companies publications etc. [5] STN :
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