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KONSTRUKCIJE 1
ENODRUŽINSKA HIŠA“L”
KONSTRUKCIJE 1_Študijsko leto: 2012/2013_Študent: Andrej Filipović_Vpisna številka: 25100251_Datum oddaje: 28.01.2013_Mentorja: dr. Tomaž Slak, univ.dipl..inž.arh._Josip Konstantinović, univ.dipl..inž.arh.
Leseno ostrešje:
Leseni opaž iz desk postavljen na špirovce,
podprte z legami
Armirano betonska stena ki čez vse etaže
d=25cm
Medetažna konstrukcija:
Na mestu samem izdelane AB plošče d=20cm
Temeljenje:
Na mestu samem izdelana AB pasovni temelji ter stopničasti temelji ki povezujejo
klet z pritličjem
Armirano betonsko stopnišče d=15cm
Obodna konstrukcija kletne etaže:
Na mestu samem izdelane AB nosilne stene d=25cm
Obodna konstrukcija pritličja
Na mestu samem izdelane opečnate nosilne stene d=25cm
LEGENDA
Armiranobetonska stena
Opečnata stena
Knauf
Pasovni in stopničasti temelji
TEHNIČNO POROČILO
OBJEKT
Enodružinska Hiša “L” je enostanovanjski objekt s
kletjo, pritličjem in mansardo ki v osnovi ima kvadratno
obliko ki se v posameznih in obrača,
odvzema ter dodaje s čem se ustvari razgibanost hiše
v tlorisu in prerezu.
Dimenzije hiše so B / L / Hslem = 11,95 m / 11,05 m /
x 7.78 m (skupaj s kletjo šteje 10,88 m)
Vhod v hišo se nahaja s vzhodne strani
Hiša se odpire na zahod in jug (terasa v mansardi) in sever ter zahod (terasa v pritličju)
Zanimiva je konzolna severna fasada ki je podprta z armiranobetonsko steno.
Fasada je prezračevana obložena z lesenimi deskami d = 2cm
Kritina je trapezna pločevina.
KONSTRUKClJA
Strešna konstrukcija je lesena iz masivnega lesa:
- špirovci b/h = 10/16 cm na osni razdalji 0.8 m,
- lege (kapne in slemenske) b/h = 20/24 cm,
- lege sidrana z vijaki Triglav M16/2 m.
Nosilne opečne stene objekta se debeline d = 25 cm.
Opečni bloki so MO 150, a.c.m. malta pa je MM 50.
Zidovi imajo armiranobetonske zidne vezi armirane s palicami
4 Φ 14 RA in stremeni Φ 8 /15 cm.
Kletna etaža ima obodne nosilne zidove armirano betonske
d = 25 cm.
Severna fasada je iz armiraneg betona d=25cm ter ima navzgor
obrnjen nosilec v osi A-A, h=15cm
Medetažna konstrukcija je masivna a.b. plošča d = 20 cm
Temelji so pasovni armirano betonski, obodni so širine 50 cm, notranji pa širine 65 cm.
Stopničasti temelji so debeline 50cm in povezujejo temelje kleti ze temeljimi pritličja.
Zaščitni beton je debeline 10 cm. Nad temeljno ploščo se izvede hidroizolacija, nad njo se nahaja
toplotna izolacija
d= 16cm.
Čez toplotno izolacijo se položi deske debeline 22 mm, na koncu pa finalni tlak debeline 18 mm.
Stopnice so dvoramne armirano betonske,
prekrite s hrastovimi nastopnimi ploskvami d = 3 cm.
MATERIALI
- les: masivna smreka II. ktg.
- beton: MB30 vse (C 25/30)
- armatura: mrežna S 500, palična S 500
KONSTRUKCIJE 1
IME IN PRIIMEK ANDREJ FILIPOVIĆ
VPISNA ŠTEVILKA 25100251
ŠTUDIJSKO LETO 2012 / 2013
VSEBINA RAZTAVLJENA AKS. KONST
MERILO
KONSTRUKCIJE 1
IME IN PRIIMEK ANDREJ FILIPOVIĆ
VPISNA ŠTEVILKA 25100251
ŠTUDIJSKO LETO 2012 / 2013
VSEBINA 3D RENDER
MERILO

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L CUBES

  • 1. KONSTRUKCIJE 1 ENODRUŽINSKA HIŠA“L” KONSTRUKCIJE 1_Študijsko leto: 2012/2013_Študent: Andrej Filipović_Vpisna številka: 25100251_Datum oddaje: 28.01.2013_Mentorja: dr. Tomaž Slak, univ.dipl..inž.arh._Josip Konstantinović, univ.dipl..inž.arh.
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  • 19. Leseno ostrešje: Leseni opaž iz desk postavljen na špirovce, podprte z legami Armirano betonska stena ki čez vse etaže d=25cm Medetažna konstrukcija: Na mestu samem izdelane AB plošče d=20cm Temeljenje: Na mestu samem izdelana AB pasovni temelji ter stopničasti temelji ki povezujejo klet z pritličjem Armirano betonsko stopnišče d=15cm Obodna konstrukcija kletne etaže: Na mestu samem izdelane AB nosilne stene d=25cm Obodna konstrukcija pritličja Na mestu samem izdelane opečnate nosilne stene d=25cm LEGENDA Armiranobetonska stena Opečnata stena Knauf Pasovni in stopničasti temelji TEHNIČNO POROČILO OBJEKT Enodružinska Hiša “L” je enostanovanjski objekt s kletjo, pritličjem in mansardo ki v osnovi ima kvadratno obliko ki se v posameznih in obrača, odvzema ter dodaje s čem se ustvari razgibanost hiše v tlorisu in prerezu. Dimenzije hiše so B / L / Hslem = 11,95 m / 11,05 m / x 7.78 m (skupaj s kletjo šteje 10,88 m) Vhod v hišo se nahaja s vzhodne strani Hiša se odpire na zahod in jug (terasa v mansardi) in sever ter zahod (terasa v pritličju) Zanimiva je konzolna severna fasada ki je podprta z armiranobetonsko steno. Fasada je prezračevana obložena z lesenimi deskami d = 2cm Kritina je trapezna pločevina. KONSTRUKClJA Strešna konstrukcija je lesena iz masivnega lesa: - špirovci b/h = 10/16 cm na osni razdalji 0.8 m, - lege (kapne in slemenske) b/h = 20/24 cm, - lege sidrana z vijaki Triglav M16/2 m. Nosilne opečne stene objekta se debeline d = 25 cm. Opečni bloki so MO 150, a.c.m. malta pa je MM 50. Zidovi imajo armiranobetonske zidne vezi armirane s palicami 4 Φ 14 RA in stremeni Φ 8 /15 cm. Kletna etaža ima obodne nosilne zidove armirano betonske d = 25 cm. Severna fasada je iz armiraneg betona d=25cm ter ima navzgor obrnjen nosilec v osi A-A, h=15cm Medetažna konstrukcija je masivna a.b. plošča d = 20 cm Temelji so pasovni armirano betonski, obodni so širine 50 cm, notranji pa širine 65 cm. Stopničasti temelji so debeline 50cm in povezujejo temelje kleti ze temeljimi pritličja. Zaščitni beton je debeline 10 cm. Nad temeljno ploščo se izvede hidroizolacija, nad njo se nahaja toplotna izolacija d= 16cm. Čez toplotno izolacijo se položi deske debeline 22 mm, na koncu pa finalni tlak debeline 18 mm. Stopnice so dvoramne armirano betonske, prekrite s hrastovimi nastopnimi ploskvami d = 3 cm. MATERIALI - les: masivna smreka II. ktg. - beton: MB30 vse (C 25/30) - armatura: mrežna S 500, palična S 500 KONSTRUKCIJE 1 IME IN PRIIMEK ANDREJ FILIPOVIĆ VPISNA ŠTEVILKA 25100251 ŠTUDIJSKO LETO 2012 / 2013 VSEBINA RAZTAVLJENA AKS. KONST MERILO
  • 20. KONSTRUKCIJE 1 IME IN PRIIMEK ANDREJ FILIPOVIĆ VPISNA ŠTEVILKA 25100251 ŠTUDIJSKO LETO 2012 / 2013 VSEBINA 3D RENDER MERILO