幕墻結(jié)構(gòu)墻體及樓面荷載導(dǎo)算表

樓、地面恒荷載標(biāo)準(zhǔn)值,,,,,,,,,

,地下室底板,,,,,,,,

,300,mm覆土,,20,x,0.3,=,6.0,kN/m2

,實(shí)取gk=,,,,,,,6,kN/m2

,,,,,,,,,,

,地下室頂板（黃海高程:11.800）,,,,,,,,

,900,mm覆土,,20,x,0.9,=,18.0,kN/m2

,實(shí)取gk=,,,,,,,18,kN/m2

,,,,,,,,,,

,地下室頂板（黃海高程:11.800）,,,,,,,,

,1000,mm覆土,,20,x,1,=,20.0,kN/m2

,實(shí)取gk=,,,,,,,20,kN/m2

,,,,,,,,,,

,,,,,,,,,,

,樓面1,（用于辦公用房、走廊、門廳等）,,,,,,,

,25,厚花崗巖,,28,x,0.025,=,0.7,kN/m2

,30,厚水泥砂漿結(jié)合層,,20,x,0.03,=,0.6,kN/m2

,合計(jì)gk=,,,,,,,1.3,kN/m2

,,,,,,,,,,

,樓面2,（用于衛(wèi)生間）170mm做法,,,,,,,

,15,厚瓷磚,,22,x,0.015,=,0.3,kN/m2

,30,厚水泥砂漿結(jié)合層,,20,x,0.03,=,0.6,kN/m2

,20,防水層、隔汽層、保溫層,,20,x,0.02,=,0.4,kN/m2

,100,厚水泥砂漿找平層,,20,x,0.1,=,2.0,kN/m2

,,蹲位折算,,,,,,2.1,kN/m2

,,衛(wèi)生間隔墻荷載,,,,,,1.0,kN/m2

,合計(jì)gk=,,,,,,,6.4,kN/m2

,,,,,,,,,,

,,,,,,,,,,

,,,,,,,,,,

,上人屋面、露臺(tái)260mm做法,,,,,,,,

,25,厚塊材,,22,x,0.025,=,0.6,kN/m2

,25,厚粗砂墊層,,20,x,0.025,=,0.5,kN/m2

,20,防水層、隔汽層、保溫層,,20,x,0.02,=,0.4,kN/m2

,40,厚水泥砂漿找平層,,20,x,0.04,=,0.8,kN/m2

,150,均厚焦渣混凝土找坡層,,16,x,0.15,=,2.4,kN/m2

,合計(jì)gk=,,,,,,,4.7,kN/m2

,,,,,,,,,,

,裙房種植屋面,,,,,,,,

,300,厚覆土,,20,x,0.3,=,6.0,kN/m2

,100,厚陶粒排水層,,20,x,0.1,=,2.0,kN/m2

,20,隔離層、保溫層,,20,x,0.02,=,0.4,kN/m2

,40,厚混凝土防水層,,20,x,0.04,=,0.8,

,20,厚水泥砂漿找平層,,20,x,0.02,=,0.4,kN/m2

,100,均厚水泥陶粒找坡層,,15,x,0.1,=,1.5,kN/m2

,合計(jì)gk=,,,,,,,11.1,kN/m2

,,,,,,,,,,

,,,,,,,,,,

,不上人屋面200mm做法,,,,,,,,

,20,厚面層,,20,x,0.02,=,0.4,kN/m2

,20,防水層、隔汽層、保溫層,,20,x,0.02,=,0.4,kN/m2

,40,厚水泥砂漿找平層,,20,x,0.04,=,0.8,kN/m2

,100,均厚焦渣混凝土找坡層,,16,x,0.1,=,1.6,kN/m2

,合計(jì)gk=,,,,,,,3.2,kN/m2

,,,,,,,,,,

,吊頂荷載,,,,,,,,

,吊頂或板底抹灰,,,,,,,0.4,kN/m2

,,,,,,,,,,

,結(jié)構(gòu)板荷載,,,,,,,,

,100,厚鋼筋砼板,,25,x,0.10,=,2.5,kN/m2

,110,厚鋼筋砼板,,25,x,0.11,=,2.8,kN/m2

,120,厚鋼筋砼板,,25,x,0.12,=,3.0,kN/m2

,130,厚鋼筋砼板,,25,x,0.13,=,3.3,kN/m2

,140,厚鋼筋砼板,,25,x,0.14,=,3.5,kN/m2

,150,厚鋼筋砼板,,25,x,0.15,=,3.8,kN/m2

,160,厚鋼筋砼板,,25,x,0.16,=,4.0,kN/m2

,170,厚鋼筋砼板,,25,x,0.17,=,4.3,kN/m2

,180,厚鋼筋砼板,,25,x,0.18,=,4.5,kN/m2

,190,厚鋼筋砼板,,25,x,0.19,=,4.8,kN/m2

,200,厚鋼筋砼板,,25,x,0.20,=,5.0,kN/m2

,210,厚鋼筋砼板,,25,x,0.21,=,5.3,kN/m2

,220,厚鋼筋砼板,,25,x,0.22,=,5.5,kN/m2

,230,厚鋼筋砼板,,25,x,0.23,=,5.8,kN/m2

,240,厚鋼筋砼板,,25,x,0.24,=,6.0,kN/m2

,250,厚鋼筋砼板,,25,x,0.25,=,6.3,kN/m2

,260,厚鋼筋砼板,,25,x,0.26,=,6.5,kN/m2

,270,厚鋼筋砼板,,25,x,0.27,=,6.8,kN/m2

,280,厚鋼筋砼板,,25,x,0.28,=,7.0,kN/m2

,290,厚鋼筋砼板,,25,x,0.29,=,7.3,kN/m2

,300,厚鋼筋砼板,,25,x,0.30,=,7.5,kN/m2

,,,,,,,,,,

,各層樓面恒載=面層荷載+結(jié)構(gòu)板荷載+下層天花板吊頂荷載,,,,,,,,

地下二層地面,100,面層+,400,厚地下室底板,,,,12.4,kN/m2

地下二層水泵房,200,面層+,400,厚地下室底板,,,,14.8,kN/m2

地下一層地面,100,面層+,120,厚地下室樓板+吊頂,,0.4,kN/m2=,5.4,kN/m2

地下一層洗衣房,250,面層+,120,厚地下室樓板+吊頂,,0.4,kN/m2=,8.4,kN/m2

地下一層冷凍機(jī)房,200,面層+,120,厚地下室樓板+吊頂,,0.4,kN/m2=,7.4,kN/m2

地下一層下沉庭院,200,面層+,200,厚地下室樓板+吊頂,,0.4,kN/m2=,9.4,kN/m2

地下一層車道,100,面層+,300,厚地下室樓板+吊頂,,0.4,kN/m2=,9.9,kN/m2

地下一層車道,400,面層+,300,厚地下室樓板+吊頂,,0.4,kN/m2=,15.9,kN/m2

土0.0層懸挑走廊,50,覆土+,120,厚地下室頂板+吊頂,,0.4,kN/m2=,4.4,kN/m2

土0.0層地面,50,覆土+,200,厚地下室頂板+吊頂,,0.4,kN/m2=,6.4,kN/m2

土0.0層清洗室,200,覆土+,200,厚地下室頂板+吊頂,,0.4,kN/m2=,9.4,kN/m2

土0.0層冷凍機(jī)房頂板,50,覆土+,200,厚地下室頂板+吊頂,,5.0,kN/m2=,11.0,kN/m2

土0.0層室外,650,覆土+,250,厚地下室頂板+吊頂,,0.4,kN/m2=,19.7,kN/m2

土0.0層室外,500,覆土+,200,厚地下室頂板+吊頂,,0.4,kN/m2=,15.4,kN/m2

,50,面層+,120,厚2~4樓板+吊頂,,0.4,kN/m2=,4.6,kN/m2

三及設(shè)備層綠化屋面,500,覆土+,120,厚屋面板+吊頂,,0.4,kN/m2=,13.4,kN/m2

,500,覆土+,250,厚屋面板+吊頂,,0.4,kN/m2=,16.7,kN/m2

設(shè)備層,50,面層+,120,厚5層屋面板+吊頂,,0.4,kN/m2=,4.6,kN/m2

,50,面層+,250,厚5層屋面板+吊頂,,0.4,kN/m2=,7.9,kN/m2

房間,樓面1+,,120,厚樓板+吊頂,,0.4,kN/m2=,4.7,kN/m2

衛(wèi)生間,樓面2+,,120,厚樓板+吊頂,,0.4,kN/m2=,9.8,kN/m2

,樓面2+,,200,厚樓板+吊頂,,0.4,kN/m2=,11.8,kN/m2

三層淋浴房,樓面2-1+,,120,厚樓板+吊頂,,0.4,kN/m2=,#REF!,kN/m2

陽(yáng)臺(tái),樓面3+,,100,厚樓板+吊頂,,0.4,kN/m2=,#REF!,kN/m2

,樓面3+,,120,厚樓板+吊頂,,0.4,kN/m2=,#REF!,kN/m2

設(shè)備層,上人屋面+,,150,厚樓板+吊頂,,0.4,kN/m2=,8.8,kN/m2

屋頂層,上人屋面+,,120,厚樓板+吊頂,,0.4,kN/m2=,8.1,kN/m2

,不上人屋面+,,120,厚樓板+吊頂,,0.4,kN/m2=,6.6,kN/m2

,,,,,,,,,,

,樓、地面活荷載標(biāo)準(zhǔn)值,,,,,,,,

,車庫(kù),,,,,,,2.5,kN/m2

,消防車道,,,,,,,20.0,kN/m2

,變配電室、新風(fēng)機(jī)房、進(jìn)排風(fēng)機(jī)房、柴油發(fā)電機(jī)房、空調(diào)機(jī)房、水泵房、電梯機(jī)房、發(fā)電機(jī)房，有線機(jī)房,,,,,,,10.0,kN/m2

,,,,,,,,,,

,空調(diào)設(shè)備平臺(tái),,,,,,,7.0,kN/m2

,消防控制室、輔助用房,,,,,,,5.0,kN/m2

,"強(qiáng)電機(jī)房、弱電機(jī)房,水管井、冷凍水管井",,,,,,,3.0,kN/m2

,辦公室,,,,,,,3.5,kN/m2

,電梯廳,,,,,,,2.5,kN/m2

,屋頂花園,,,,,,,3.0,

,,,,,,,,2.5,kN/m2

,設(shè)備管井、配電間,,,,,,,7.0,kN/m2

,服務(wù)用房、庫(kù)房、物流中心、檔案,,,,,,,5.0,kN/m2

,電梯廳,,,,,,,2.5,kN/m2

,公共衛(wèi)生間,,,,,,,3.5,kN/m2

,,,,,,,,,kN/m2

,樓梯間,,,,,,,3.5,kN/m2

,上人屋面,,,,,,,2.0,kN/m2

,不上人屋面,,,,,,,0.7,kN/m2

,屋面設(shè)備荷載計(jì)算：,,,,,,,,

,屋面,,100,噸水箱,,,,,

,屋面板寬B=,,8.4,m,,屋面板長(zhǎng)L=,,6.9,m

,設(shè)備基礎(chǔ)寬,,0.2,m,,設(shè)備基礎(chǔ)高,,0.7,m

,設(shè)備基礎(chǔ)長(zhǎng),,8.4,m,,設(shè)備基數(shù)量,,7.0,條

,板面附加恒荷載Gk=,,22.5,kN/m2,,,,,

,,?。?35.0,,,,,,

,,,,,,,,,,

,屋面,,18,噸水箱,,,,,

,屋面板寬B=,,4.2,m,,屋面板長(zhǎng)L=,,6.9,m

,設(shè)備基礎(chǔ)寬,,0.2,m,,設(shè)備基礎(chǔ)高,,0.7,m

,設(shè)備基礎(chǔ)長(zhǎng),,4.2,m,,設(shè)備基數(shù)量,,7.0,條

,板面附加恒荷載Gk=,,10.4,kN/m2,,,,,

,,?。?20.0,,,,,,

,,,,,,,,,,

,屋面,,1,噸設(shè)備,,,,,

,屋面板寬B=,,4.2,m,,屋面板長(zhǎng)L=,,6.9,m

,設(shè)備基礎(chǔ)寬,,4.2,m,,設(shè)備基礎(chǔ)高,,0.4,m

,設(shè)備基礎(chǔ)長(zhǎng),,6.9,m,,設(shè)備基數(shù)量,,1.0,條

,板面附加恒荷載Gk=,,10.4,kN/m2,,,,,

,,?。?20.0,,,,,,

,,,,,,,,,,

,,,,,,,,,,

,水浮力計(jì)算：,,,,,,,,

,1.）地下室底板水壓力,,,,,,,,

,底板頂面標(biāo)高：Bd,,-9.450,m,,,,,

,地下水標(biāo)高：Bs,,-0.950,m,,,,,

,地下室底板厚度h=,,0.40,m,,,,,

,板底水浮力：Fwk=10*(Bs-Bd+h)=,,,89,kN/㎡,(用于建筑物整體抗浮驗(yàn)算),,,

,板底水壓力:qwk=Fwk-0.9*25*h=,,,80,kN/㎡,(用于底板梁板配筋計(jì)算),,,

,水壓力荷載分項(xiàng)系數(shù)rW=,,,1.20,,,,,

,,,,,,,,,,

,2.）抗浮自重所需樓層數(shù)N：,,,,,,,,

,荷載分項(xiàng)系數(shù)rG=,,0.9,,,,,,

,地下室底板厚度,,,0.50,m,,,,

,地下室頂板厚度,,,0.20,m,,,,

,地下一層板厚度,,,0.20,m,,,,

,地下室頂板覆土厚度,,,0.05,m,,,,

,地下室底板自重g1=,,,12.5,kN/㎡,,,,

,地下一層板自重g2=,,,5,kN/㎡,,,,

,地下室頂板自重g3=,,,5,kN/㎡,,,,

,地下室頂板覆土g4=,,,0.9,kN/㎡,,,,

,上部每層板自重g5=,,,5,kN/㎡,,,,

,N=[rw*Fwk-rG*(g1+g2+g3+g4)]/（r*g5)=,,,,15.1,層,,,

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