钢筋计算书 (2)

工程名称安阳锦绣花园钢筋明细表编制日期20130414第1页共177页0楼层名称基础层（绘图输入）钢筋总重23262383KG筋号级别直径钢筋图形计算公式根数总根数单长M总长M总重KG构件名称FB19385构件数量1本构件钢筋重171242KG构件位置筏板受力筋114560041D41D21216748141708171242构件名称FB19389构件数量1本构件钢筋重551563KG构件位置筏板受力筋116750041D41D22228812193864305984筏板受力筋114420041D41D3838534820322424558构件名称FB19387构件数量1本构件钢筋重26126KG构件位置筏板受力筋114750041D41D25258648216226126构件名称FB19393构件数量1本构件钢筋重26126KG构件位置筏板受力筋114750041D41D25258648216226126构件名称FB19397构件数量1本构件钢筋重551563KG构件位置筏板受力筋116750041D41D22228812193864305984筏板受力筋114420041D41D3838534820322424558构件名称FB19395构件数量1本构件钢筋重171242KG构件位置筏板受力筋114560041D41D21216748141708171242构件名称FB19396构件数量1本构件钢筋重10586912KG构件位置筏板受力筋116152004012D4012D166166155042573664062122筏板受力筋216140004012D4012D555514304786721241713筏板受力筋116165004012D4012D12121680420164831827筏板受力筋216440004012D4012D7171443043145584964807构件名称FB19391构件数量1本构件钢筋重10586912KG工程名称安阳锦绣花园钢筋明细表编制日期20130414第2页共177页构件位置筏板受力筋116165004012D4012D12121680420164831827筏板受力筋216440004012D4012D7171443043145584964807筏板受力筋116152004012D4012D166166155042573664062122筏板受力筋216140004012D4012D555514304786721241713构件名称FB19421构件数量1本构件钢筋重72824KG构件位置钢筋14220041D41D181833486026472824构件名称JC110115构件数量2本构件钢筋重23802KG构件位置钢筋123109203101224154369632814外部箍筋11029209202119D8D363998239881479工程名称安阳锦绣花园钢筋明细表编制日期20130414第3页共177页0楼层名称第1层（绘图输入）钢筋总重37609958KG筋号级别直径钢筋图形计算公式根数总根数单长M总长M总重KG构件名称XZ19506构件数量8本构件钢筋重31695KG构件位置全部纵筋11025302650/352101080393331464193988箍筋16212038023012023027519D8D14112122113675235622箍筋26212018023012023027519D8D1411208219195223952构件名称KZ110535构件数量4本构件钢筋重51491KG构件位置全部纵筋11425302340/352148324038129216156147箍筋1821501502301501502302119D8D26104121412625649819构件名称GZ19797构件数量2本构件钢筋重16425KG构件位置全部纵筋112253010D125D482822419887构造柱预留筋11244D31D4809726392箍筋16220021520021527519D8D14280901252286572构件名称GZ19799构件数量6本构件钢筋重14358KG构件位置全部纵筋112253045010D125D42423556450073构造柱预留筋11244D31D4240921619177箍筋16220021520021527519D8D127209016487216898构件名称GZ19802构件数量9本构件钢筋重14536KG构件位置全部纵筋112253040010D125D4362486476707构造柱预留筋11244D31D4360932428765工程名称安阳锦绣花园钢筋明细表编制日期20130414第4页共177页箍筋16220021520021527519D8D1210809019730825348构件名称QS23047构件数量1本构件钢筋重86283KG构件位置钢筋12127002501515D2501515D5401616140722512199865钢筋121320015155401616137121936194752墙身垂直钢筋11225344510121229843580831791墙身垂直钢筋21255340345D45D0345D45D0345D45D10037D8837723017626791钢筋1225300345D45D0345D45D16037D661418467511墙身垂直钢筋61225344512141430744303638208墙身垂直钢筋712253045101111298327829103墙身垂直钢筋81255300345D45D0345D45D0345D45D10037D8837683014426762钢筋12253016037D662814168841499钢筋1225300345D45D16037D662112126721125墙身垂直钢筋1212253045121515307460540884钢筋1245120345D45D65040MAX6D,150242420024804842658钢筋1245120345D45D0345D45D65040MAX6D,150232327046219255215钢筋1245120345D45D0345D45D0345D45D65040MAX6D,150161634065449648383钢筋12451265040MAX6D,15023231329926546钢筋12253016065040MAX6D,15037D6635742144419038工程名称安阳锦绣花园钢筋明细表编制日期20130414第5页共177页墙身拉筋182502152119D2D292292042612439249083构件名称QS23048构件数量2本构件钢筋重801139KG构件位置钢筋12140502501515D2001515D5401632153749184436664钢筋121450015155401632150148032426437钢筋12253016037D163228149004879946钢筋1225300345D45D0345D45D16037D1632141451240058墙身垂直钢筋41225301515D7142695377333497墙身垂直钢筋51225300345D45D1515D81619933188828311墙身垂直钢筋61225300345D45D0345D45D1515D71412911807416046钢筋1225300345D45D16037D163221126758460002钢筋12253016065040MAX6D,15037D16323574114368101538钢筋12253065040MAX6D,1501515D6123455414636809钢筋1245120345D45D65040MAX6D,150244820029609685316钢筋1245120345D45D0345D45D65040MAX6D,1502346270412438411043钢筋12451265040MAX6D,15023461359853091墙身拉筋182502152119D2D28056004262385694132构件名称QS23050构件数量2本构件钢筋重181842KG构件位置钢筋1228002001515D2001515D326435322592200576钢筋12253016037D5102814281424983工程名称安阳锦绣花园钢筋明细表编制日期20130414第6页共177页钢筋1225300345D45D16037D61221122534422501钢筋1225300345D45D0345D45D16037D51014114112518钢筋12451265040MAX6D,150510131311542钢筋1245120345D45D0345D45D65040MAX6D,1505102704270424007钢筋12253016065040MAX6D,15037D4835742859225384钢筋1245120345D45D65040MAX6D,15061220022402421329墙身拉筋182502152119D2D6212404265282420844构件名称QS23052构件数量1本构件钢筋重375973KG构件位置钢筋1270002001515D2001515D161677312368109805钢筋1274001515161673711792104691钢筋1225300345D45D16037D10102112211218751钢筋1225300345D45D0345D45D16037D101014114112518钢筋12253016037D10102814281424983钢筋12253016065040MAX6D,15037D10103574357431731钢筋1245120345D45D65040MAX6D,15010102002200217774钢筋1245120345D45D0345D45D65040MAX6D,15010102704270424007钢筋12451265040MAX6D,1501010131311542墙身拉筋182502152119D2D1201200426511220171构件名称QS23057构件数量1本构件钢筋重86283KG构件位置工程名称安阳锦绣花园钢筋明细表编制日期20130414第7页共177页钢筋12127002501515D2501515D5401616140722512199865钢筋121320015155401616137121936194752墙身垂直钢筋1122534451215153074461140937墙身垂直钢筋21255340345D45D0345D45D0345D45D10037D8837723017626791钢筋1225300345D45D0345D45D16037D661418467511墙身垂直钢筋61225344510111129843282429142墙身垂直钢筋712253045121414307429838158墙身垂直钢筋81255300345D45D0345D45D0345D45D10037D8837683014426762钢筋12253016037D662814168841499钢筋1225300345D45D16037D662112126721125墙身垂直钢筋1212253045101212298357631748钢筋12451265040MAX6D,15023231329926546钢筋1245120345D45D0345D45D0345D45D65040MAX6D,150161634065449648383钢筋12253016065040MAX6D,1503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