湖南衡阳市一中化学实验楼钢筋算量1

工程名称湖南衡阳市一中化学实验楼钢筋统计汇总表包含措施筋编制日期20130510单位T构件类型合计级别68101214161820222525882588064601890457616961690254010701470571008702860198259501051809068168176502006501140136049804981958195812241044018独立基础5283134619511986011301130189018960460714544079386460189008737782148198604571421104401812671006501140136柱过梁梁现浇板楼梯合计1工程名称湖南衡阳市一中化学实验楼钢筋接头汇总表编制日期20130510单位个搭接形式楼层名称构件类型18柱696合计696整楼696梁174合计174整楼174电渣压力焊标准层直螺纹连接标准层3工程名称湖南衡阳市一中化学实验楼钢筋明细表编制日期20130510筋号级别直径钢筋图形计算公式根数总根单长M总长M总重KG构件数量2B边纵筋11838703170/37007003012D4829992399247926H边纵筋11838703170/37007003012D4829992399247926角筋11838703170/37007003012D4829992399247926B边插筋1183170/360040MAX8D,1504817671413628238H边插筋1183170/360040MAX8D,1504817671413628238角筋插筋1183170/360040MAX8D,1504817671413628238箍筋1825002305002302119D8D4284201416917666754箍筋285002302119D2D8016006461033640784构件数量6B边纵筋11838703370/35005003012D424293370392140614H边纵筋11838703370/35005003012D424293370392140614角筋11838703370/35005003012D424293370392140614B边插筋1183370/360040MAX8D,15042418334399287878H边插筋1183370/360040MAX8D,15042418334399287878角筋插筋1183370/360040MAX8D,15042418334399287878箍筋1825002305002302119D8D372222014447108176422箍筋285002302119D2D70420064627132107059构件数量4楼层名称标准层（绘图输入）钢筋总重23318164KG构件名称KZ41本构件钢筋重168016KG构件位置构件名称KZ32本构件钢筋重161493KG构件位置构件名称KZ24本构件钢筋重161493KG构件位置7工程名称湖南衡阳市一中化学实验楼钢筋明细表编制日期20130510B边纵筋11838703370/35005003012D41629334692893743H边纵筋11838703370/35005003012D41629334692893743角筋11838703370/35005003012D41629334692893743B边插筋1183370/360040MAX6D,15041618332932858585H边插筋1183370/360040MAX6D,15041618332932858585角筋插筋1183370/360040MAX6D,15041618332932858585箍筋1825002305002302119D8D371482014298072117615箍筋285002302119D2D7028006461808871373构件数量36B边纵筋11838703370/35005003012D41442933422352843686H边纵筋11838703370/35005003012D41442933422352843686角筋11838703370/35005003012D41442933422352843686B边插筋1183370/360040MAX8D,15041441833263952527268H边插筋1183370/360040MAX8D,15041441833263952527268角筋插筋1183370/360040MAX8D,15041441833263952527268箍筋1825002305002302119D8D37201426826481058534箍筋285002302119D2D700646162792642354构件数量6构件名称KZ15本构件钢筋重161493KG构件位置构件名称KZ18本构件钢筋重162798KG构件位置8工程名称湖南衡阳市一中化学实验楼钢筋明细表编制日期20130510B边纵筋11838703170/37007003012D424299971976143779H边纵筋11838703170/37007003012D424299971976143779角筋11838703170/37007003012D424299971976143779B边插筋1183170/360040MAX8D,15042417674240884714H边插筋1183170/360040MAX8D,15042417674240884714角筋插筋1183170/360040MAX8D,15042417674240884714箍筋1825002305002302119D8D382282014459192181191箍筋285002302119D2D724320646279072110118构件数量2B边纵筋11838703170/37007003012D4829992399247926H边纵筋11838703170/37007003012D4829992399247926角筋11838703170/37007003012D4829992399247926B边插筋1183170/360040MAX8D,1504817671413628238H边插筋1183170/360040MAX8D,1504817671413628238角筋插筋1183170/360040MAX8D,1504817671413628238箍筋1825002305002302119D8D3876201415306460397箍筋285002302119D2D7214406469302436706构件数量2B边纵筋11838703370/35005003012D4829332346446871构件名称KZ310本构件钢筋重162798KG构件位置构件名称KZ455本构件钢筋重168016KG构件位置9工程名称湖南衡阳市一中化学实验楼钢筋明细表编制日期20130510H边纵筋11838703370/35005003012D4829332346446871角筋11838703370/35005003012D4829332346446871B边插筋1183370/360040MAX8D,1504818331466429293H边插筋1183370/360040MAX8D,1504818331466429293角筋插筋1183370/360040MAX8D,1504818331466429293箍筋1825002305002302119D8D4284201416917666754箍筋285002302119D2D8016006461033640784构件数量19过梁上部纵筋112290015152382871090696825过梁下部纵筋1142900151535728716359197685过梁箍筋1822002152002152119D8D213990934372666147049构件数量7过梁上部纵筋11023001515214227317819594过梁下部纵筋11223001515321227476742322过梁箍筋16220021515021527519D8D1711908019531924829构件数量2过梁上部纵筋11017001515241676684118过梁下部纵筋112170015153616710028896构件名称GL22400817本构件钢筋重2324KG构件位置构件名称GL11800837本构件钢筋重12392KG构件位置构件名称GL11800839本构件钢筋重922KG构件位置10工程名称湖南衡阳市一中化学实验楼钢筋明细表编制日期20130510过梁箍筋16220021515021527519D8D13260801208265425构件数量19过梁上部纵筋110175010D152381835697342991过梁下部纵筋112175010D15357185510573593873过梁箍筋16220021515021527519D8D13247080119784751537构件数量3过梁上部纵筋110200015152619711827288过梁下部纵筋1122000151539197177315741过梁箍筋16220021515021527519D8D15450801360459389构件数量3过梁上部纵筋110145010D152615359215678过梁下部纵筋112145010D153915551399512425过梁箍筋16220021515021527519D8D11330801264336885构件数量1过梁上部纵筋110174710D1522183236642259过梁下部纵筋112174710D1533185255564933过梁箍筋16220021515021527519D8D13130801104132712构件数量2过梁上部纵筋11019501510D2420358145019构件名称GL11800841本构件钢筋重9916KG构件位置构件名称GL11800842本构件钢筋重10806KG构件位置构件名称GL11800843本构件钢筋重833KG构件位置构件名称GL11800852本构件钢筋重9904KG构件位置构件名称GL11800863本构件钢筋重10904KG构件位置11工程名称湖南衡阳市一中化学实验楼钢筋明细表编制日期20130510过梁下部纵筋11219501510D362055123310947过梁箍筋16220021515021527519D8D14280801224285842构件数量121跨上通长筋1185002515D157005002515D44817198251216482511跨侧面构造筋11215D610015D125D448661317282816871跨下通长筋1185002515D157005002515D44817198251216482513跨侧面构造筋11215D610015D125D448661317282816871跨箍筋1823002255002252119D8D3845616547542242976061跨拉筋1630022527519D2D32384043516704435122跨箍筋1823002255002252119D8D202401654396961566353跨箍筋1823002255002252119D8D3845616547542242976063跨拉筋1630022527519D2D3238404351670443512构件数量11跨上通长筋1185002515D538005002515D225529110582208941跨左支座筋1185002515D2950/3111728172834521跨右支座筋1183100/35003100/3112566256651261跨下通长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