建筑产业化预制率与装配率标准计算书

1单体建筑预制率和装配率计算书工程名称：满京华云著花园三期单项名称：1#楼B座审核：专业负责：校对：计算：日期：2016年07月2目录1项目基本情况..........................................32项目采用结构方式和预制构件种类的情况..................33预制率的详细计算......................................63.1标准层预制混凝土构件体积统计.......................63.2预制非承重内隔墙统计..............................123.3标准层现浇混凝土体积统计..........................193.4标准层全部混凝土总体积统计表......................443.5预制率计算表......................................444装配率的详细计算.....................................444.1主体和围护结构预制构件免除传统模板与混凝土接触面的表面积...................................................474.2非承重内隔墙预制构件免除传统抹灰的表面积..........514.3现浇结构采用定型装配式模板与混凝土接触面的表面积..594.4现浇结构采用传统木模板与混凝土接触面的表面积......804.5标准层混凝土总表面积..............................814.6非混凝土构件的装配率..............................814.7标准层装配率计算..................................815项目预制率和装配率总结说明...........................8231项目基本情况本项目为深圳市沙浦巨帆投资有限公司开发的满京华云著花园三期，项目地点位于深圳市宝安区松瑞路和艺展二路交汇处。项目分高层住宅和底部商业服务网点两大部分组成。高层住宅包括2栋楼，楼栋编号分别为1#楼A座、1#楼B座，1#楼A座下部设置目标电信局、物业服务用房、警卫室、消防控制室及商业服务网点，1#楼B座下设置商业服务网点；1#A座为30层，1#B座为32层;地下部分除局部为设备房外其余部分为整体小车停车库；主要设备用房设在1#楼B座地下部分。最大建筑高度为92.290米。本项目1#B座为保障房，实施产业化方案。2项目采用结构方式和预制构件种类的情况满京华云著花园三期1#楼B座采用剪力墙结构。预制构件种类共有三种：叠合楼板、轻质混凝土填充墙板、预制楼梯。4三~九层预制构件平面布置图5十~屋面层预制构件平面布置图63预制率的详细计算计算依据：深圳市住宅产业化项目单体建筑预制率和装配率计算细则（试行）（2015年7月21日）（深建字[2015]106号）预制率V=（标准层预制混凝土构件混凝土总体积）/（标准层全部混凝土总体积）*100%标准层预制混凝土构件混凝土总体积=主体和围护结构预制混凝土构件总体积*a+非承重内隔墙预制混凝土构件总体积*b。其中a=1，b=0.5。标准层全部混凝土总体积=主体和围护结构预制混凝土构件总体积+非承重内隔墙预制混凝土构件总体积+现浇结构混凝土总体积。3.1标准层预制混凝土构件体积统计3.1.1叠合楼板构件统计叠合楼板构件三维示意图73.1.1.1单个构件体积计算表叠合板编号面积(mm2)厚度(mm)单个体积(mm3)单个重量(t)DHB15894900600.350.92DHB25641900600.340.88DHB37605900600.461.19DHB4A4273300600.260.67DHB4B4273300600.260.67DHB4C4273300600.260.67DHB5A4471000600.270.70DHB5B4471000600.270.70DHB5C4471000600.270.70DHB6A3921500600.240.61DHB6B3921500600.240.61DHB7A3945000600.240.62DHB7B3945000600.240.62DHB88424900600.511.31DHB9A5943000600.360.93DHB9B5943000600.360.93DHB10A4076500600.240.64DHB10B4076500600.240.64DHB116360900600.380.99DHB124562900600.270.71DHB131421400600.090.22DHB13R1421400600.090.22DHB142863400600.170.45DHB157088900600.431.11DHB164960900600.300.77DHB174827900600.290.75DHB186024900600.360.94DHB196423900600.391.00DHB204295900600.260.67DHB216955900600.421.09DHB225093900600.310.79DHB234295900600.260.67DHB248285900600.501.29DHB251575900600.090.25DHB261575900600.090.2583.1.1.2叠合楼板构件统计表预制构件类型预制构件编号标准层单一楼层数量单个体积(m3)总体积(m3)叠合楼板DHB13-9层40.351.41DHB220.340.68DHB330.461.37DHB4A20.260.51DHB4B20.260.51DHB4C20.260.51DHB5A40.271.07DHB5B40.271.07DHB5C40.271.07DHB6A20.240.47DHB6B20.240.47DHB7A40.240.95DHB7B40.240.95DHB830.511.52DHB9A10.360.36DHB9B10.360.36DHB10A10.240.24DHB10B10.240.24DHB1110.380.38DHB1210.270.27DHB1310.090.09DHB13R20.090.17DHB1410.170.17DHB1510.430.43DHB1610.300.30DHB1710.290.29DHB1810.360.36DHB1910.390.39DHB2010.260.26DHB2110.420.42DHB2310.260.26DHB2510.090.09DHB2610.090.09合计6417.939预制构件类型预制构件编号标准层单一楼层数量单个体积(m3)总体积(m3)叠合楼板DHB110-屋面层40.351.41DHB220.340.68DHB360.462.74DHB4A20.260.51DHB4B20.260.51DHB4C20.260.51DHB5A40.271.07DHB5B40.271.07DHB5C40.271.07DHB6A20.240.47DHB6B20.240.47DHB7A40.240.95DHB7B40.240.95DHB860.513.03DHB9A20.360.71DHB9B20.360.71DHB10A20.240.49DHB10B20.240.49DHB1120.380.76DHB1210.270.27DHB1310.090.09DHB13R20.090.17DHB1410.170.17DHB1510.430.43DHB1610.300.30DHB1710.290.29DHB1810.360.36DHB1910.390.39DHB2010.260.26DHB2120.420.83DHB2210.310.31DHB2310.260.26DHB2410.500.50DHB2520.090.19DHB2620.090.19合计7823.62103.1.2预制楼梯构件统计表3-屋面层楼梯剖面图如下图所示11预制楼梯构件三维示意图预制楼梯构件统计表如下预制构件类型预制构件编号标准层侧面积(mm2)宽度(mm)单一楼层数量单个体积(m3)单个重量(t)总体积(m3)预制楼梯PCTB13-屋面层753297122020.922.391.84PCTB2753297122020.922.391.84合计单一楼层43.683.1.3主体和围护结构预制混凝土构件总体积统计表标准层预制构件数量叠合楼板体积(m3)预制楼梯体积(m3)总体积(m3)3-9层6817.933.6821.6010-屋面层8223.623.6827.29123.2预制非承重内隔墙统计计算公式：标准层预制非承重内隔墙统的体积V=侧面面积S×厚度H3.2.13-9层每层预制非承重内隔墙计算3-9层预制非承重内隔墙位置及大小如下图所示（图中为预制非承重内隔墙）133-9层每层预制非承重内隔墙计算表格序号板厚长度高度数量门窗数量门窗小计合计侧面积m2合计体积m35户型11001.402.3010.003.220.32221002.002.7010.005.400.5431000.502.3010.001.150.11541000.602.3010.001.380.13851001.402.7010.72.1011.472.310.2316户型11002.102.7010.005.670.56721001.602.7010.82.101.01.682.640.26431001.702.3010.003.910.39141002.602.4010.92.101.01.894.350.43551001.502.4010.72.101.01.472.130.21361001.602.3610.003.780.377671002.302.3010.005.290.5296-7户分户墙1854.102.3010.009.430.94321004.102.3010.009.430.9437户型11001.702.3010.003.910.39111003.002.3010.006.900.6931001.802.4010.72.1011.472.850.28541002.602.4010.92.1011.894.350.43551002.602.4010.92.1011.894.350.4358户型11001.702.3010.003.910.39111003.002.3010.006.900.6931001.802.4010.72.1011.472.850.28541002.602.4010.92.1011.894.350.43551002.602.4010.92.1011.894.350.4358-9户分户墙1854.102.3010.009.430.94321004.102.3010.009.430.9439户型11001.702.3010.003.910.39111003.002.3010.006.900.6931001.802.4010.72.1011.472.850.2851441002.602.4010.92.1011.894.350.43551002.602.4010.92.1011.894.350.43510户型11001.702.3010.003.910.39111003.002.3010.006.900.6931001.802.4010.72.1011.472.850.28541002.602.4010.92.1011.894.350.43551002.602.4010.92.1011.894.350.43510-11户分户墙1854.102.3010.009.430.94321004.102.3010.009.430.94311户型11002.102.7010.005.