1、附件1:内内部部洋洋房房塔塔楼楼结结构构限限额额设设计计指指标标（20202020年年V1V1集集团团版版）一一、洋洋房房塔塔楼楼结结构构限限额额设设计计指指标标表表（表表1 1）版版本本2019V1.02019V1.0地地震震荷荷载载风风荷荷载载7 7层层以以下下711711层层12191219层层且且60m60m20262026层层且且80m80m2727层层以以上上且且100m100m每每平平米米含含钢钢量量6(0.05g)6(0.05g)低低风风压压Wk0.45Wk0.45282830303333363640406(0.05g)6(0.05g)高高风风压压0.45Wk0.600.45W
2、k0.60282830303434383844447(0.10g)7(0.10g)Wk0.60Wk0.60323234343737404044447(0.15g)7(0.15g)Wk0.60Wk0.60363636364040444450508(0.20g)8(0.20g)Wk0.60Wk0.60404042424545494954548(0.30g)8(0.30g)Wk0.60Wk0.6044444646505054546060混混凝凝土土折折算算厚厚度度6(0.05g)6(0.05g)低低风风压压0.450.450.260.260.280.280.320.320.340.340.360.3
3、66(0.05g)6(0.05g)高高风风压压0.45Wk0.600.45Wk0.600.260.260.280.280.320.320.340.340.380.387(0.10g)7(0.10g)Wk0.60Wk0.600.280.280.300.300.350.350.370.370.400.407(0.15g)7(0.15g)Wk0.60Wk0.600.300.300.320.320.360.360.390.390.420.428(0.20g)8(0.20g)Wk0.60Wk0.600.320.320.340.340.390.390.410.410.440.448(0.30g)8(0.30g)Wk0.60Wk0.600.340.340.360.360.420.420.440.440.460.46说说明明：（一）使用说明1.本限额指标表适用于普通住宅项目，不适用于别墅项目、公共建筑项目
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