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:5
ZJ1-1.横向底筋.116
3200-40-40
2
10
3.12
31.2
49.244
ZJ1-1.横向底筋.2160.9*32001575 2.88216340.922
ZJ1-1.纵向底筋.1163250-40-40210 3.1731.750.033
ZJ1-1.纵向底筋.2
160.9*3250
1575 2.925219.375346.249
构件数量:6
ZJ2-1.横向底筋.116
4000-40-40
2
12
3.92
47.04
74.245
ZJ2-1.横向底筋.2160.9*400021126 3.6453.6715.936
ZJ2-1.纵向底筋.1164050-40-40212 3.9747.6475.192
ZJ2-1.纵向底筋.2
160.9*4050
21126 3.645459.27724.885
构件数量:1
ZJ3-1.横向底筋.1142800-40-4022 2.72 5.44 6.574
ZJ3-1.横向底筋.2140.9*28001313 2.5232.7639.588
ZJ3-1.纵向底筋.1142850-40-4022 2.77 5.54 6.695
ZJ3-1.纵向底筋.2
140.9*2850
1313 2.56533.34540.295
构件数量:4
横向底筋.112
2000-40-40
2
8
1.92
15.36
13.637
横向底筋.2
122000-40-40936 1.9269.1261.366
构件位置:<6-150,E>
构件名称:ZJ7[69]本构件钢筋重:37.99Kg
构件位置:<8-150,E>;<10-150,E>;<8,1/A>;<10,1/A>
构件位置:<1-150,E+125>;<5-150,E>;<11-150,E>;<17-150,E-125>;<6-150,D>
构件名称:ZJ2[27]本构件钢筋重:265.043Kg
构件位置:<3-150,E>;<15-150,E>;<3+150,B>;<5+150,B>;<13+150,B>;<15+150,B>
构件名称:ZJ3[57]本构件钢筋重:93.151Kg
楼层名称:基础层(绘图输入)钢筋总重:9022.988Kg
构件名称:ZJ1[12]
本构件钢筋重:157.29Kg
纵向底
筋.1
122050-40-4028 1.9715.7613.992
纵向底
筋.2
122050-40-40936 1.9770.9262.964
构件数量:2
ZJ4-1.横
向底筋.1
163700-40-4024 3.6214.4822.854
ZJ4-1.横
向底筋.2
160.9*37001836 3.33119.88189.212
ZJ4-1.纵
向底筋.1
163750-40-4024 3.6714.6823.17
ZJ4-1.纵
向底筋.2
160.9*37501734 3.375114.75181.115
构件数量:2
ZJ10-1.
横向底
筋.1
123400-40-4024 3.3213.2811.79
ZJ10-1.
横向底
筋.2
120.9*34002958 3.06177.48157.57
ZJ10-1.
纵向底
筋.1
125950-40-4024 5.8723.4820.846
ZJ10-1.
纵向底
筋.2
120.9*59501632 5.355171.36152.136
ZJ10-2.
横向底
筋.1
123000-40-4024 2.9211.6810.37
ZJ10-2.
横向底
筋.2
120.9*30002754 2.7145.8129.444
ZJ10-2.
纵向底
筋.1
125550-40-4024 5.4721.8819.425
ZJ10-2.
纵向底
筋.2
120.9*55501428 4.995139.86124.17
构件数量:1
ZJ11-1.
横向底
筋.1
184300-40-4022 4.228.4416.86 ZJ11-1.
横向底筋.2180.9*43004444 3.87170.28340.15
构件位置:<3,D-1100>
构件位置:<13-150,E>;<7-25,C>
构件名称:ZJ10[171]本构件钢筋重:312.876Kg
构件位置:<1-125,D-1100>;<17,D-1100>
构件名称:ZJ11[177]本构件钢筋重:793.976Kg 构件名称:ZJ4[90]本构件钢筋重:208.175Kg
ZJ11-1.
纵向底
筋.1
166850-40-4022 6.7713.5421.371
ZJ11-1.
纵向底
筋.2
160.9*68502727 6.165166.455262.723
ZJ11-3.
横向底
筋.1
123200-40-4022 3.12 6.24 5.54
ZJ11-3.
横向底
筋.2
120.9*32002727 2.8877.7669.037
ZJ11-3.
纵向底
筋.1
125700-40-4022 5.6211.249.979
ZJ11-3.
纵向底
筋.2
120.9*57001515 5.1376.9568.318
构件数量:3
ZJ12-1.
横向底
筋.1
163500-40-4026 3.4220.5232.388
ZJ12-1.
横向底
筋.2
160.9*350051153 3.15481.95760.682
ZJ12-1.
纵向底
筋.1
167800-40-40267.7246.3273.109
ZJ12-1.
纵向底
筋.2
160.9*780018547.02379.08598.318
ZJ12-2.
横向底
筋.1
123100-40-4026 3.0218.1216.087
ZJ12-2.
横向底
筋.2
120.9*310036108 2.79301.32267.517
ZJ12-2.
纵向底
筋.1
127400-40-40267.3243.9238.993
ZJ12-2.
纵向底
筋.2
120.9*74001442 6.66279.72248.34
构件数量:2
ZJ13-1.
横向底
筋.1
163300-40-4024 3.2212.8820.329
ZJ13-1.
横向底
筋.2
160.9*33003774 2.97219.78346.888 ZJ13-1.
纵向底筋.1127600-40-40247.5230.0826.706
构件位置:<8,D-1100>;<10,D-1100>
构件名称:ZJ12[188]本构件钢筋重:678.478Kg
构件位置:<5,D-1100>;<13,D-1100>;<15,D-1100>
构件名称:ZJ13[224]本构件钢筋重:461.593Kg
ZJ13-1.
纵向底
筋.2
120.9*76001530 6.84205.2182.18
ZJ13-2.
横向底
筋.1
122900-40-4024 2.8211.2810.015
ZJ13-2.
横向底
筋.2
120.9*29003570 2.61182.7162.204
ZJ13-2.
纵向底
筋.1
127200-40-40247.1228.4825.285
ZJ13-2.
纵向底
筋.2
120.9*72001326 6.48168.48149.58
构件数量:1
ZJ14-1.
横向底
筋.1
163600-40-4022 3.527.0411.112
ZJ14-1.
横向底
筋.2
160.9*36003333 3.24106.92168.756
ZJ14-1.
纵向底
筋.1
166150-40-4022 6.0712.1419.161
ZJ14-1.
纵向底
筋.2
160.9*61501717 5.53594.095148.514
ZJ14-2.
横向底
筋.1
123200-40-4022 3.12 6.24 5.54
ZJ14-2.
横向底
筋.2
120.9*32002828 2.8880.6471.594
ZJ14-2.
纵向底
筋.1
125750-40-4022 5.6711.3410.068
ZJ14-2.
纵向底
筋.2
120.9*57501515 5.17577.62568.917
构件数量:2
ZJ5-1.横
向底筋.1
163400-40-4024 3.3213.2820.96
ZJ5-1.横
向底筋.2
160.9*34001632 3.0697.92154.551
ZJ5-1.纵
向底筋.1
163450-40-4024 3.3713.4821.276
ZJ5-1.纵向底筋.2160.9*34501632 3.10599.36156.824构件位置:<1+150,B+125>;<17+150,B-125>
构件名称:ZJ14[248]本构件钢筋重:503.661Kg
构件位置:<11,D-1100>
构件名称:ZJ5[287]本构件钢筋重:176.806Kg
构件数量:2
ZJ6-1.横向底筋.1162850-40-40
24 2.7711.0817.488
ZJ6-1.横向底筋.2160.9*28501938 2.56597.47153.841
ZJ6-1.纵向底筋.1163700-40-4024 3.6214.4822.854
ZJ6-1.纵向底筋.2
160.9*3700
1326 3.3386.58136.653
构件数量:1ZJ8-1.横向底筋.1163150-40-40
22 3.07 6.149.691
ZJ8-1.横向底筋.2160.9*31502626 2.83573.71116.34
ZJ8-1.纵向底筋.1164100-40-4022 4.028.0412.69
ZJ8-1.纵向底筋.2
160.9*4100
1515 3.6955.3587.361
构件数量:1ZJ9-1.横向底筋.1163050-40-40
22 2.97 5.949.375
ZJ9-1.横向底筋.2160.9*30502121 2.74557.64590.984
ZJ9-1.纵向底筋.1164000-40-4022 3.927.8412.374
ZJ9-1.纵向底筋.2
160.9*40001414 3.650.479.548
构件位置:<8,B>
构件名称:ZJ9[386]本构件钢筋重:192.282Kg
构件位置:<10,B>
构件名称:ZJ6[356]
本构件钢筋重:165.418Kg
构件位置:<7,B>;<11,B>
构件名称:ZJ8[371]本构件钢筋重:226.082Kg