钢筋明细表 (2)

工程名称石家庄铁路职业技术学院办公楼钢筋明细表编制日期20130415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构件数量2B边纵筋12515701570/320122410272464894895H边纵筋12515701570/320481027821631632角筋12515701570/320481027821631632B边插筋1251570/35004015D1224135832592125479H边插筋1251570/35004015D4813581086441826角筋插筋1251570/35004015D4813581086441826箍筋1826502206502202119D1938263999439476箍筋2826502202D25/71252D6502202119D346816551125444453箍筋3826502202D25/31252D6502202119D173418726364825141构件数量4B边纵筋12515701570/320832102732864126526H边纵筋12515701570/32041610271643263263角筋12515701570/32041610271643263263B边插筋1251570/35004015D832135843456167306H边插筋1251570/35004015D41613582172883653角筋插筋1251570/35004015D41613582172883653箍筋11026502206502202119D17682678182104112358构件名称KZ1605本构件钢筋重23818KG构件位置构件名称KZ3606本构件钢筋重20924KG楼层名称基础层（绘图输入）钢筋总重14994613KG构件位置16工程名称石家庄铁路职业技术学院办公楼钢筋明细表编制日期20130415箍筋21026502202D25/51252D6502202119D156017741064465673箍筋31026502202D25/31252D6502202119D15601925115571264构件数量9B边纵筋12215701570/320654102755458165265H边纵筋12515701570/320872102773944284684角筋12515701570/320436102736972142342B边插筋1221570/35004015D654131370902211288H边插筋1251570/35004015D872135897776376438角筋插筋1251570/35004015D436135848888188219箍筋1826502206502202119D1917126344973177643箍筋2826502202D25/42252D6502202119D171532061315333124557箍筋3826502202D25/51252D6502202119D1715317226316103948构件数量11B边纵筋12215701570/32066610276778220199H边纵筋12215701570/32066610276778220199角筋12515701570/320444102745188173974B边插筋1221570/35004015D666131386658258241H边插筋1221570/35004015D666131386658258241角筋插筋1251570/35004015D444135859752230045构件名称KZ7608本构件钢筋重167825KG构件位置构件名称KZ5607本构件钢筋重197154KG构件位置17工程名称石家庄铁路职业技术学院办公楼钢筋明细表编制日期20130415箍筋1826502206502202119D192092635496721712箍筋2826502202D25/42252D6502202119D343742061770814304472构件数量7B边纵筋12215701570/320642102743134128539H边纵筋12515701570/320642102743134166066角筋12515701570/320428102728756110711B边插筋1221570/35004015D642131355146164335H边插筋1251570/35004015D642135857036219589角筋插筋1251570/35004015D428135838024146392箍筋11026502206502202119D171192678318682196627箍筋21026502202D25/42252D6502202119D30210211344373273781构件数量2B边纵筋12515701570/320122410272464894895H边纵筋12215701570/320481027821624484角筋12515701570/320481027821631632B边插筋1251570/35004015D1224135832592125479H边插筋1221570/35004015D4813131050431302角筋插筋1251570/35004015D4813581086441826箍筋1826502206502202119D1734263894235321构件名称KZ9610本构件钢筋重200863KG构件位置构件名称KZ2613本构件钢筋重223173KG构件位置18工程名称石家庄铁路职业技术学院办公楼钢筋明细表编制日期20130415箍筋2826502202D25/71252D6502202119D3060165599339224箍筋3826502202D25/31252D6502202119D15301872561622183构件数量2B边纵筋12515701570/320122410272464894895H边纵筋12215701570/320481027821624484角筋12515701570/320481027821631632B边插筋1251570/35004015D1224135832592125479H边插筋1221570/35004015D4813131050431302角筋插筋1251570/35004015D4813581086441826箍筋11026502206502202119D173426789105256179箍筋21026502202D25/71252D6502202119D306017091025463267箍筋31026502202D25/31252D6502202119D15301925577535632构件数量4全部纵筋12515701570/320208010278216316316全部纵筋插筋1251570/35004015D2080135810864418264箍筋11026502206502202119D17682678182104112358箍筋21026502202D25/51252D6502202119D30120177421288131347构件数量1B边纵筋12215701570/320661027616218363构件名称KZ4614本构件钢筋重252348KG构件位置构件名称KZ6615本构件钢筋重244571KG构件位置构件名称KZ13627本构件钢筋重175745KG构件位置19工程名称石家庄铁路职业技术学院办公楼钢筋明细表编制日期20130415H边纵筋12515701570/320661027616223724角筋12515701570/320441027410815816B边插筋1221570/35004015D661313787823476H边插筋1251570/35004015D66135881483137角筋插筋1251570/35004015D441358543220913箍筋1826502206502202119D171726344711766箍筋2826502202D25/42252D6502202119D30302061618324423构件数量4B边纵筋12215701570/32062410272464873451H边纵筋12515701570/32062410272464894895角筋12515701570/32041610271643263263B边插筋1221570/35004015D62413133151293906H边插筋1251570/35004015D624135832592125479角筋插筋1251570/35004015D41613582172883653箍筋1826502206502202119D17682631788470642箍筋2826502202D25/42252D6502202119D3012020612473297691构件数量2B边纵筋12215701570/32061210271232436726H边纵筋12515701570/32061210271232447447构件名称KZ12635本构件钢筋重175745KG构件位置构件名称KZ11642本构件钢筋重181079KG构件位置20工程名称石家庄铁路职业技术学院办公楼钢筋明细表编制日期20130415角筋12515701570/320481027821631632B边插筋1221570/35004015D61213131575646953H边插筋1251570/35004015D6121358162966274角筋插筋1251570/35004015D4813581086441826箍筋1826502206502202119D1938263999439476箍筋2826502202D25/42252D6502202119D3468206114014855358构件数量2B边纵筋12215701570/320481027821624484H边纵筋12515701570/320481027821631632角筋12515701570/320481027821631632B边插筋1221570/35004015D4813131050431302H边插筋1251570/35004015D4813581086441826角筋插筋1251570/35004015D4813581086441826箍筋11026502206502202119D173426789105256179箍筋21026502202D25/31252D6502202119D30601925115571264构件数量2B边纵筋12215701570/32061210271232436726H边纵筋12515701570/32081610271643263263角筋12515701570/320481027821631632构件名称KZ8654本构件钢筋重192089KG构件位置构件名称KZ10646本构件钢筋重165072KG构件位置21工程名称石家庄铁路职业技术学院办公楼钢筋明细表编制日期20130415B边插筋1221570/35004015D61213131575646953H边插筋1251570/35004015D81613582172883653角筋插筋1251570/35004015D4813581086441826箍筋1826502206502202119D1734263894235321箍筋2826502202D25/42252D6502202119D15302061618324423箍筋3826502202D25/51252D6502202119D153017251620382构件数量9横向底筋11234004040218332597653067横向底筋21209340019171306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