钢筋翻样表内容

编号:,,19#楼JG-013,,,,,,,,,,,,,,,,钢筋计算表,,,,,,,,,,,,,,

单位工程名称:,,梁、柱、板示例,,,,,,,,,,,,,,,,,,,,,,,,,,,,专业钢筋翻样,

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构件名称,钢筋名称,简图,,,,,,,,,,,,,,,,,级别,直径MM,长度(MM),,数量,,,,,,重量(kg),,,备注

,,,,,,,,,,,,,,,,,,,,,,,每个构件,,构件数量,,合计,,每个重,共重,总重,

标高54.000m层梁,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,

WKL1(5),底筋,210,,,,,,,7175,,,,,,,,,,C,14,7357,,2,,1,,2,,8.895,17.790,17.790,第1、2跨

,底筋,,,,,,,,3180,,,,,,,,,,C,14,3180,,2,,1,,2,,3.845,7.689,7.689,第3跨

,底筋,,,,,,,,7175,,,,,,,210,,,C,14,7357,,2,,1,,2,,8.895,17.790,17.790,第4、5跨

,面筋,210,,,8818,,,,17636,,,8818,,,,210,,,C,14,18000,,1,,1,,1,,21.762,21.762,21.762,

,面筋,210,,,5818,,,,18400,6500,,6082,,,,210,,,C,14,18764,,1,,1,,1,,22.686,22.686,22.686,

,中支二,,,,,,,,2510,,,,,,,,,,C,14,2510,,2,,1,,2,,3.035,6.069,6.069,

,中支二,,,,,,,,2510,,,,,,,,,,C,14,2510,,2,,1,,2,,3.035,6.069,6.069,

,箍筋,140,,,,,,,410,,,,,,,,,,A,6,1196,,22,,1,,22,,0.266,5.843,5.843,第1跨

,箍筋,140,,,,,,,410,,,,,,,,,,A,6,1196,,18,,1,,18,,0.266,4.781,4.781,第2跨

,箍筋,140,,,,,,,410,,,,,,,,,,A,6,1196,,18,,1,,18,,0.266,4.781,4.781,第3跨

,箍筋,140,,,,,,,410,,,,,,,,,,A,6,1196,,25,,1,,25,,0.266,6.640,6.640,第4跨

,箍筋,140,,,,,,,410,,,,,,,,,,A,6,1196,,22,,1,,22,,0.266,5.843,5.843,第5跨

WKL2(1),底筋,,,,,,,,3780,,,,,,,,,,C,14,3780,,2,,2,,4,,4.570,9.140,18.280,

2件,面筋,392,,,,,,,3875,,,,,,,,,,C,14,4239,,2,,2,,4,,5.125,10.250,20.500,

,箍筋,140,,,,,,,360,,,,,,,,,,A,6,1096,,20,,2,,40,,0.243,4.868,9.735,

L1(1),次梁底筋,101,,,,,,,3370,,,,,,,101,,,C,18,3500,,2,,2,,4,,6.995,13.990,27.980,

2件,面筋,180,,,,,,,3370,,,,,,,180,,,C,12,3682,,2,,2,,4,,3.271,6.541,13.082,

,箍筋,140,,,,,,,260,,,,,,,,,,A,6,896,,16,,2,,32,,0.199,3.184,6.367,

L2(1),次梁底筋,,,,,,,,2488,,,,,,,,,,C,12,2488,,2,,1,,2,,2.210,4.420,4.420,

,面筋,180,,,,,,,2430,,,,,,,180,,,C,12,2742,,2,,1,,2,,2.436,4.871,4.871,

,箍筋,140,,,,,,,210,,,,,,,,,,A,6,796,,15,,1,,15,,0.177,2.651,2.651,

XL1,悬挑梁底筋,,,,,,,,1985,,,,,,,,,,C,14,1985,,2,,2,,4,,2.400,4.800,9.600,

2件,悬挑梁面筋,216,,,,,,,2405,,,,,,,,,,C,18,2585,,2,,2,,4,,5.166,10.333,20.665,

,悬挑梁面筋,,,,,,,,1775,,,,537,,,180,,,C,18,2483,,1,,2,,2,,4.963,4.963,9.926,

,悬挑梁侧向抗扭钢筋,144,,,,,,,2195,,,,,,,,,,C,12,2315,,2,,2,,4,,2.056,4.113,8.225,

,箍筋,140,,,,,,,410,,,,,,,,,,A,8,1228,,20,,2,,40,,0.485,9.696,19.392,

,拉勾,,,,,,,,152,,,,,,,,,,A,6,248,,9,,2,,18,,0.055,0.496,0.991,

标高50.950~54.000m剪力墙,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,

柱,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,

GBZ1,柱纵筋,,,,,,,,3000,,,,,,,,,,C,12,3000,,12,,29,,348,,2.665,31.978,927.348,

29件,箍筋,140,,,,,,,610,,,,,,,,,,A,8,1628,,15,,29,,435,,0.643,9.641,279.578,

,箍筋,140,,,,,,,440,,,,,,,,,,A,6,1256,,15,,29,,435,,0.279,4.184,121.328,

,箍筋,,,,,,,,140,,,,,,,,,,A,6,236,,15,,29,,435,,0.052,0.786,22.797,

,箍筋,,,,,,,,140,,,,,,,,,,A,6,236,,15,,29,,435,,0.052,0.786,22.797,

GBZ2,柱纵筋,,,,,,,,3000,,,,,,,,,,C,12,3000,,6,,31,,186,,2.665,15.989,495.651,

31件,箍筋,140,,,,,,,360,,,,,,,,,,A,6,1096,,15,,31,,465,,0.243,3.651,113.174,

,箍筋,,,,,,,,140,,,,,,,,,,A,6,236,,15,,31,,465,,0.052,0.786,24.370,

墙,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,

1#,竖筋,(搭接,,,420,,,),3470,,,,,,,,,,C,10,3470,,8,,18,,144,,2.140,17.124,308.228,

Q1,水平筋,80,,,,,,,1420,,,,,,,120,,,C,8,1588,,15,,18,,270,,0.627,9.404,169.268,

18件,水平筋,80,,,,,,,1420,,,,,,,120,,,C,8,1588,,15,,18,,270,,0.627,9.404,169.268,

,拉勾,,,,,,,,150,,,,,,,,,,A,6,246,,6,,18,,108,,0.055,0.328,5.900,

3#,竖筋,(搭接,,,420,,,),3470,,,,,,,,,,C,10,3470,,10,,2,,20,,2.140,21.405,42.809,

Q1,水平筋,120,,,,,,,1850,,,,,,,120,,,C,8,2058,,15,,2,,30,,0.812,12.187,24.374,

2件,水平筋,120,,,,,,,1850,,,,,,,120,,,C,8,2058,,15,,2,,30,,0.812,12.187,24.374,

,拉勾,,,,,,,,150,,,,,,,,,,A,6,246,,9,,2,,18,,0.055,0.492,0.983,

连梁,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,

LL1,底筋,,,,,,,,2700,,,,,,,,,,C,14,2700,,2,,1,,2,,3.264,6.529,6.529,

,面筋,,,,,,,,2700,,,,,,,,,,C,14,2700,,2,,1,,2,,3.264,6.529,6.529,

,箍筋,140,,,,,,,410,,,,,,,,,,C,6,1196,,15,,1,,15,,0.266,3.984,3.984,

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L#,横向板底筋,,,,,,,,3900,,,,,,,,,,C,8,3900,,8,,2,,16,,1.540,12.317,24.635,

2件,横向板底筋,,,,,,,,3900,,,,,,,,,,C,8,3900,,22,,2,,44,,1.540,33.872,67.745,

,纵向板底筋,,,,,,,,6310,,,,,,,,,,C,8,6310,,19,,2,,38,,2.491,47.331,94.661,

标高54.000m板,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,

板底筋,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,

L#,横向板底筋,,,,,,,,3900,,,,,,,,,,C,8,3900,,8,,2,,16,,1.540,12.317,24.635,

2件,横向板底筋,,,,,,,,3900,,,,,,,,,,C,8,3900,,22,,2,,44,,1.540,33.872,67.745,

,纵向板底筋,,,,,,,,6310,,,,,,,,,,C,8,6310,,19,,2,,38,,2.491,47.331,94.661,

M#,横向板底筋,,,,,,,,3320,,,,,,,,,,C,8,3320,,19,,2,,38,,1.311,24.903,49.806,

2件,横向板底筋,,,,,,,,3320,,,,,,,,,,C,8,3320,,12,,2,,24,,1.311,15.728,31.456,

,纵向板底筋,,,,,,,,6600,,,,,,,,,,C,8,6600,,16,,2,,32,,2.606,41.689,83.378,

板负筋,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,

14#,中负筋,90,,,,,,,1960,,,,,,,90,,,C,8,2108,,4,,2,,8,,0.832,3.329,6.658,

15#,中负筋,90,,,,,,,1960,,,,,,,90,,,C,8,2108,,9,,2,,18,,0.832,7.490,14.980,

16#,中负筋,90,,,,,,,1660,,,,,,,90,,,C,8,1808,,4,,2,,8,,0.714,2.855,5.710,

17#,中负筋,90,,,,,,,1960,,,,,,,90,,,C,8,2108,,5,,2,,10,,0.832,4.161,8.322,

18#,中负筋,90,,,,,,,1960,,,,,,,90,,,C,8,2108,,6,,2,,12,,0.832,4.993,9.986,

板通长面筋,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,

12#,纵向板面筋,120,,,,,,,6650,,,,,,,120,,,C,8,6858,,13,,1,,13,,2.707,35.197,35.197,

13#,横向板面筋,120,,,,,,,7270,,,,,,,120,,,C,8,7478,,32,,2,,64,,2.952,94.470,188.940,

楼梯,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,

标准层,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,

TGZ,柱插筋,150,,,,,,,1000,,,(搭接,,,504,,,),C,12,1126,,4,,2,,8,,1.000,4.001,8.001,预埋用

TL1(1),次梁底筋,101,,,,,,,2660,,,,,,,101,,,C,18,2790,,2,,2,,4,,5.576,11.152,22.304,

,面筋,240,,,,,,,2660,,,,,,,240,,,C,16,3076,,2,,2,,4,,4.857,9.715,19.430,

,箍筋,140,,,,,,,260,,,,,,,,,,A,8,928,,26,,2,,52,,0.366,9.525,19.051,

PTL1,次梁底筋,101,,,,,,,2660,,,,,,,101,,,C,18,2790,,2,,1,,2,,5.576,11.152,11.152,

,面筋,240,,,,,,,2660,,,,,,,240,,,C,16,3076,,2,,1,,2,,4.857,9.715,9.715,

,箍筋,140,,,,,,,260,,,,,,,,,,A,8,928,,26,,1,,26,,0.366,9.525,9.525,

L1(1),次梁底筋,101,,,,,,,2570,,,,,,,101,,,C,18,2700,,3,,1,,3,,5.396,16.189,16.189,

,面筋,270,,,,,,,2570,,,,,,,270,,,C,18,3038,,2,,1,,2,,6.072,12.143,12.143,

,箍筋,140,,,,,,,260,,,,,,,,,,A,8,928,,23,,1,,23,,0.366,8.426,8.426,

AT2,梯板底筋,,,,,,,,2900,,,,,,,,,,C,10,2900,,10,,2,,20,,1.789,17.889,35.777,

,梯板面筋,150,,,,,,,2850,,,,,,,150,,,C,10,3110,,10,,2,,20,,1.918,19.184,38.368,

,分布筋,,,,,,,,1120,,,,,,,,,,C,8,1120,,25,,2,,50,,0.442,11.054,22.108,

PTB1,横向板底筋,,,,,,,,2610,,,,,,,,,,C,8,2610,,5,,1,,5,,1.030,5.152,5.152,

H-1.500,纵向板底筋,,,,,,,,1180,,,,,,,,,,C,8,1180,,12,,1,,12,,0.466,5.590,5.590,

,横向板面筋,120,,,,,,,2660,,,,,,,120,,,C,8,2868,,5,,1,,5,,1.132,5.661,5.661,

,纵向板面筋,120,,,,,,,1230,,,,,,,120,,,C,8,1438,,12,,1,,12,,0.568,6.812,6.812,

PTB1,横向板底筋,,,,,,,,2610,,,,,,,,,,C,8,2610,,7,,1,,7,,1.030,7.213,7.213,

H,纵向板底筋,,,,,,,,1600,,,,,,,,,,C,8,1600,,12,,1,,12,,0.632,7.580,7.580,

,横向板面筋,120,,,,,,,2660,,,,,,,120,,,C,8,2868,,7,,1,,7,,1.132,7.926,7.926,

,纵向板面筋,120,,,,,,,1650,,,,,,,120,,,C,8,1858,,12,,1,,12,,0.734,8.802,8.802,

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