钢筋计算书

工程名称安阳锦绣花园钢筋明细表编制日期20130330第1页共48页5楼层名称第3层（绘图输入）钢筋总重23046105KG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GZ112672构件数量9本构件钢筋重16685KG构件位置全部纵筋112300045010D436267961285355构造柱预留筋11254D38D43611043974435293箍筋16220021520021527519D8D14126090111352629517构件名称GZ112674构件数量8本构件钢筋重16862KG构件位置全部纵筋112300040010D432272870477292构造柱预留筋11254D38D43211043532831371箍筋16220021520021527519D8D14112090110091226237构件名称GZ112688构件数量2本构件钢筋重1704KG构件位置全部纵筋112300035010D48277221619678构造柱预留筋11254D38D48110488327843箍筋16220021520021527519D8D14280901252286559构件名称QS2930构件数量2本构件钢筋重105896KG构件位置墙身水平钢筋1842001515D1515D326444128224111485墙身垂直钢筋1830004583060336201679632墙身拉筋1620021527519D2D1122240355795220675构件名称QS3931构件数量2本构件钢筋重122978KG构件位置墙身水平钢筋1850001515D1515D326452133344131709墙身垂直钢筋1830004583468336228489025工程名称安阳锦绣花园钢筋明细表编制日期20130330第2页共48页墙身拉筋1620021527519D2D130260035592323998构件名称QS1932构件数量10本构件钢筋重37524KG构件位置墙身水平钢筋1817001515D1515D323201916112241424墙身垂直钢筋1830003008803326410428墙身拉筋1620021527519D2D323200355113629536构件名称QS1933构件数量7本构件钢筋重4158KG构件位置墙身水平钢筋1818001515D1515D3222420145024177845墙身垂直钢筋18300030010703323191245墙身拉筋1620021527519D2D342380355844921967构件名称QS1934构件数量4本构件钢筋重30017KG构件位置墙身水平钢筋1814001515D1515D321281612060881402墙身垂直钢筋1830003006243379231284墙身拉筋1620021527519D2D208003552847384构件名称QS1935构件数量2本构件钢筋重99832KG构件位置墙身水平钢筋1856001515D1515D326458137184146877墙身垂直钢筋183000300163233105641712墙身拉筋1620021527519D2D60120035542611076构件名称QS1936构件数量4本构件钢筋重56408KG构件位置墙身水平钢筋1822002001515D1515D3212826133408131962工程名称安阳锦绣花园钢筋明细表编制日期20130330第3页共48页墙身垂直钢筋183000300145633184872996墙身拉筋1620021527519D2D562240355795220675构件名称QS1945构件数量2本构件钢筋重33809KG构件位置墙身水平钢筋1817001515D1515D32641911222448285墙身垂直钢筋1830003006123339615642墙身拉筋1620021527519D2D204003551423692构件名称QS1946构件数量2本构件钢筋重3784KG构件位置墙身水平钢筋1817251515D1515D326419351238448917墙身垂直钢筋1830003008163352820856墙身拉筋1620021527519D2D3264035522725907构件名称QS1947构件数量2本构件钢筋重41264KG构件位置墙身水平钢筋1817751515D1515D326419851270450181墙身垂直钢筋183000300102033662607墙身拉筋1620021527519D2D3468035524146276构件名称QS1948构件数量2本构件钢筋重41316KG构件位置墙身水平钢筋1820001515D1515D32642211414455869墙身垂直钢筋1830003008163352820856墙身拉筋1620021527519D2D3264035522725907构件名称QS1949构件数量2本构件钢筋重47453KG构件位置墙身水平钢筋1820001515D1515D32642211414455869工程名称安阳锦绣花园钢筋明细表编制日期20130330第4页共48页墙身垂直钢筋18300030012243379231284墙身拉筋1620021527519D2D4284035529827753构件名称JLQ115830构件数量1本构件钢筋重8903KG构件位置墙身水平钢筋1621001515D1515D125D66232513953627墙身垂直钢筋184001515D2424050512124787墙身拉筋168021527519D2D8802351880489构件名称JLQ115832构件数量1本构件钢筋重916KG构件位置墙身水平钢筋1621001515D1515D125D66232513953627墙身垂直钢筋184001515D2222050511114388墙身插筋1840020025MAX12D,1501515D220831660656墙身拉筋168021527519D2D8802351880489构件名称JLQ115834构件数量1本构件钢筋重9161KG构件位置墙身水平钢筋1621001515D1515D125D66232513953627墙身垂直钢筋184001515D2222050511114388墙身插筋1840120025MAX12D,1501515D22083116620656墙身拉筋168021527519D2D8802351880489构件名称YJZ161027构件数量2本构件钢筋重188099KG构件位置全部纵筋116300050040037D2426921076817013全部纵筋2163000500500521216323624115968183229箍筋11022008002302002302119D8D2142247810407664215工程名称安阳锦绣花园钢筋明细表编制日期20130330第5页共48页拉筋1102002302119D2D214203981671610314箍筋21022004502302002302119D8D214217787467646075其他箍筋11022002002119D8D214211184695628972其他箍筋21022001502119D8D21421018427562638构件名称YJZ111028构件数量2本构件钢筋重244707KG构件位置全部纵筋116300050045037D2426421056816697全部纵筋2163000500500521261236244348868711全部纵筋314300050050052121224362486976105241箍筋11022009002302002302119D8D31622678166036102444箍筋21022004502302002302119D8D3162177811023668016钢筋1022002002119D8D931861118207948128304构件名称YJZ61029构件数量2本构件钢筋重236316KG构件位置全部纵筋112300050045037D4824941995217717全部纵筋2163000500500521281636245798491615全部纵筋3143000500500521210203624724887701箍筋11022003002302002302119D8D316214789163656539箍筋21022002302009002302119D8D31622678166036102444拉筋1102002302119D2D316203982467615225拉筋482002302119D2D5811603464013615854工程名称安阳锦绣花园钢筋明细表编制日期20130330第6页共48页钢筋1022002002119D8D62124111813863285536构件名称YJZI1030构件数量6本构件钢筋重220511KG构件位置全部纵筋112300050040037D42425446105654218全部纵筋216300050040037D181082692290736459363箍筋11022009502302002302119D8D30180277850004308525箍筋21022002302003002302119D8D30180147826604164147拉筋2102002302119D2D301800398716444202拉筋382002302119D2D54324034611210444281钢筋1022002002119D8D6036011184024824833构件名称YJZ171031构件数量4本构件钢筋重135526KG构件位置全部纵筋1143000500500521212483624173952210482箍筋11022004002302002302119D8D341361678228208140804箍筋21022003002302002302119D8D341361478201008124022钢筋102002302119D2D68272039810825666794构件名称YJZ181033构件数量4本构件钢筋重163595KG构件位置全部纵筋1143000500500521214563624202944245562箍筋11022005002302002302119D8D341361878255408157587箍筋21022003002302002302119D8D341361478201008124022拉筋2102002302119D2D3413603985412833397工程名称安阳锦绣花园钢筋明细表编制日期20130330第7页共48页其他箍筋11022002002119D8D34136111815204893814构件名称YJZ191035构件数量2本构件钢筋重187008KG构件位置全部纵筋1143000500500521216323624115968140321箍筋11022006502302002302119D8D346821781481049138钢筋102002302119D2D6813603985412833397箍筋21022003002302002302119D8D3468147810050462011其他箍筋11022002002119D8D346811187602446907构件名称YJZ31036构件数量6本构件钢筋重195845KG构件位置全部纵筋114300050050052126363624130464157861全部纵筋216300050050052121060362421744343555箍筋11022008002302002302119D8D31186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517621795构件名称KL1911970构件数量2本构件钢筋重28595KG构件位置工程名称安阳锦绣花园钢筋明细表编制日期20130330第14页共48页钢筋142002515D280041D48375930072363871跨箍筋1822002254002252119D8D214212545266820804构件名称LL311971构件数量2本构件钢筋重39418KG构件位置1跨上通长筋11410002515D180018002515D364972982360821跨侧面构造筋11215D180015D2421686476721跨下部钢筋11412D180012D36213612816155071跨箍筋1822002254002252119D8D1836125445144178321跨拉筋1620022527519D2D10200335671742构件名称XL3XL1980构件数量1本构件钢筋重13706KG构件位置1跨上通长筋11436D100016825221647329439861跨上通长筋31436D1000350252141410002511160316031941跨下通长筋11412D100025221143228627661跨箍筋1822002253502252119D8D11111154126945014构件名称KL2711981构件数量1本构件钢筋重742KG构件位置1跨左支座筋1140511005D4500/3222124245131跨上通长筋11650D4500/3450050D4500/322316297961跨右支座筋1144500/30511505D2221454295191钢筋1841D4500/3222238447689521跨下部钢筋11641D450041D2258121162418366工程名称安阳锦绣花园钢筋明细表编制日期20130330第15页共48页1跨下部钢筋3140511005D45000511505D11576557656976钢筋822002254502252119D8D373713545009819789构件名称KL3411982构件数量2本构件钢筋重29779KG构件位置钢筋142002515D230041D48325926072315471跨右支座筋1142300/341D12134126823245钢筋822002254002252119D8D2550125462724767构件名称KL211983构件数量2本构件钢筋重30399KG构件位置钢筋142002515D26004502515D48362289635042钢筋822002254002252119D8D265212546520825757构件名称KL211984构件数量1本构件钢筋重20364KG构件位置钢筋142002515442571028124391跨箍筋1822002254002252119D8D16161254200647925构件名称KL511985构件数量2本构件钢筋重30104KG构件位置钢筋142002515D260041D4835592847234451钢筋822002254002252119D8D265212546520825757构件名称KL111986构件数量2本构件钢筋重46888KG构件位置1跨左支座筋11841D4000/3122071414282841跨右支座筋1184000/36502515D12222844568912钢筋1441D400041D48514841184498331跨箍筋1822002254002252119D8D275412546771626748工程名称安阳锦绣花园钢筋明细表编制日期20130330第16页共48页构件名称KL1511987构件数量2本构件钢筋重3631KG构件位置钢筋145002515D24000511005D61237054446537971跨箍筋1822002254002252119D8D193812544765218823构件名称KL1111988构件数量2本构件钢筋重31261KG构件位置钢筋140511005D31002002515D4841053284397361跨箍筋1822002254002252119D8D234612545768422785构件名称LL511989构件数量2本构件钢筋重18686KG构件位置1跨上通长筋1145002515242671068129231跨侧面构造筋1815D130015D2415461624331跨下部钢筋11412D130012D241636654479181跨箍筋1822002254002252119D8D1326125432604128791跨拉筋1620022527519D2D71403354691219构件名称KL711990构件数量2本构件钢筋重34533KG构件位置钢筋144502515D28254502515D48409532763964钢筋142825/34502515D241577630876331跨箍筋1822002254002252119D8D224412545517621795构件名称KL1911991构件数量2本构件钢筋重27681KG构件位置钢筋142002515D28002002515D483572856345581跨箍筋1822002254002252119D8D214212545266820804构件名称KL2211992构件数量1本构件钢筋重57584KG构件位置工程名称安阳锦绣花园钢筋明细表编制日期20130330第17页共48页1跨左支座筋11441D3700/3111807180721861跨右支座筋1143700/32002515D11161816181958钢筋1641D37002002515D44477119084301531跨下部钢筋31441D37002002515D11465946595637钢筋822002254502252119D8D333313544468217649构件名称KL1011993构件数量2本构件钢筋重67251KG构件位置钢筋164502515D44002002515D485484384692671跨左支座筋1164502515D4400/3122132426467371跨左支座筋2144502515D4400/424173569483971跨下部钢筋3144502515D44002002515D12542108413116钢筋822002254002252119D8D357012548778346731跨上部梁垫铁1252002252401506231构件名称LL111994构件数量2本构件钢筋重38282KG构件位置1跨上通长筋11411502515D180019502515D36527316238261跨侧面构造筋1815D180015D2420481632231跨下部钢筋11412D180012D36213612816155071跨箍筋1822002254002252119D8D1836125445144178321跨拉筋1620022527519D2D10200335671742构件名称LL111995构件数量2本构件钢筋重37738KG构件位置工程名称安阳锦绣花园钢筋明细表编制日期20130330第18页共48页1跨上通长筋11419502515D180010002515D365123072371711跨侧面构造筋1815D180015D2420481632231跨下部钢筋11412D180012D36213612816155071跨箍筋1822002254002252119D8D1836125445144178321跨拉筋1620022527519D2D10200335671742构件名称KL1511996构件数量2本构件钢筋重35685KG构件位置钢筋1441D24000511505D612361943428525481跨箍筋1822002254002252119D8D193812544765218823构件名称KL1611997构件数量2本构件钢筋重25324KG构件位置钢筋140511505D21000511505D483392712328151跨箍筋1822002254002252119D8D183612544514417832构件名称XL1XL1998构件数量4本构件钢筋重25793KG构件位置0跨上通长筋11836D15002162528233918712374240跨上通长筋31836D150040025214141000251422689072181440跨下部钢筋11412D15002528164313144159040跨箍筋1822002254002252119D8D166412548025631701构件名称L112000构件数量2本构件钢筋重26122KG构件位置1跨上通长筋1142002515D37002002515D244471788216351跨下部钢筋11412D370012D24403616144195341跨箍筋16215022540022527519D8D193811214259811075工程名称安阳锦绣花园钢筋明细表编制日期20130330第19页共48页构件名称XL2XL2001构件数量4本构件钢筋重22459KG构件位置0跨上通长筋11636D15001922528224317944283520跨上通长筋31636D150040025214141000251421968784138790跨下部钢筋11412D15002528164313144159040跨箍筋1822002254002252119D8D166412548025631701构件名称L212003构件数量2本构件钢筋重206KG构件位置1跨上通长筋1142002515D28002002515D243571428172791跨下部钢筋11412D280012D24313612544151781跨箍筋16215022540022527519D8D1530112133638744构件名称LL512004构件数量2本构件钢筋重28595KG构件位置1跨上通长筋11410002515D180018002515D244971988240551跨侧面构造筋1815D180015D2420481632231跨下部钢筋11412D180012D2421368544103381跨箍筋1822002254002252119D8D1836125445144178321跨拉筋1620022527519D2D10200335671742构件名称KL312021构件数量2本构件钢筋重4359KG构件位置钢筋142002515D40002002515D48477381646174钢筋144000/32002515D24171868728315钢筋822002254002252119D8D336612548276432692构件名称KL3512022构件数量2本构件钢筋重1929KG构件位置工程名称安阳锦绣花园钢筋明细表编制日期20130330第20页共48页1跨上通长筋1162002515D9006502515D362181308206661跨下部钢筋1142002515D90041D241859743689981跨箍筋1822002254002252119D8D9181254225728916构件名称LL412023构件数量2本构件钢筋重31345KG构件位置1跨上通长筋1146502515D11006502515D36277166220111跨侧面受扭筋11236D110036D48196415712139521跨下部钢筋11412D110012D3614368616104251跨箍筋1822002257002252119D8D1122185440788161111跨拉筋16200225275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