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：1B边纵筋.12510170-3390-3022 6.7513.552.021B边纵筋.22510170-4265-3044 5.87523.590.554H边纵筋.12510170-3390-3022 6.7513.552.021H边纵筋.22510170-4265-3044 5.87523.590.554角筋.13210170-3390-30
44 6.7527170.461B边插筋.12510170/3+1000-
40+max(6*d,150)
22 4.5934.68B边插筋.22510170/3+1*max(35*d,50
0)+1000-
40+max(6*d,150)
44 5.37521.582.848H边插筋.12510170/3+1000-
40+max(6*d,150)
22 4.5934.68H边插筋.22510170/3+1*max(35*d,50
0)+1000-
40+max(6*d,150)
44 5.37521.582.848角筋插筋.13210170/3+1000-
40+max(8*d,150)44 4.60618.424116.318
箍筋.1102*((700-2*30)+(700-
2*30))+2*(11.9*d)+(8*d)8080 2.878230.24
141.952箍筋.2102*(((700-2*30-
32)/4*2+32)+(700-2*30))+2*(11.9*d)+(8*
d)156156 2.27354.12218.329构件数量：12
B边纵筋.1257800-3475-30672 4.295309.241191.618B边纵筋.2257800-2600-30448 5.17248.16956.254H边纵筋.1257800-2600-30448 5.17248.16956.254H边纵筋.2257800-3475-30672 4.295309.241191.618
构件位置：<7500-333,2>
构件名称：KZ-1[134]本构件钢筋重：1291.972Kg 构件位置：<1,C>;<1,B>;<1,A>;<2,A>;<4,A>;<6,A>;<7,A>;<7,B>;<7,C>;<5,C>;<4,C>;<3,C>
楼层名称：基础层（绘图输入）
钢筋总重：23601.007Kg 构件名称：KZ-2[80]本构件钢筋重：1167.265Kg
角筋.1327800-2600-30448 5.17248.161566.726
B边插筋.1257800/3+1*max(35*d,500
)+700-40+max(8*d,150)
672 4.335312.121202.715
B边插筋.225
7800/3+700-
40+max(8*d,150)
448 3.46166.08639.969
H边插筋.125
7800/3+700-
40+max(8*d,150)
448 3.46166.08639.969
H边插筋.2257800/3+1*max(35*d,500
)+700-40+max(8*d,150)
672 4.335312.121202.715
角筋插筋.132
7800/3+700-
40+max(12*d,150)
448 3.644174.9121104.284
箍筋.1102*((1000-2*30)+(1000-
2*30))+2*(11.9*d)+(8*
d)
68816 4.0783327.652051.628
箍筋.210
2*(((1000-2*30-
32)/6*2+32)+(1000-
2*30))+2*(11.9*d)+(8*
d)
1321584 2.8674541.332799.91构件数量：1
B边纵筋.12511600-4742-3066 6.82840.968157.865 B边纵筋.22511600-3867-30447.70330.812118.73 H边纵筋.12511600-3867-30447.70330.812118.73 H边纵筋.22511600-4742-3066 6.82840.968157.865角筋.13211600-3867-30447.70330.812194.528
B边插筋.12511600/3+1*max(35*d,50
0)+500-
40+max(12*d,150)
66 5.50233.012127.208
B边插筋.225
11600/3+500-
40+max(12*d,150)
44 4.62718.50871.318
H边插筋.125
11600/3+500-
40+max(12*d,150)
44 4.62718.50871.318
H边插筋.22511600/3+1*max(35*d,50
0)+500-
40+max(12*d,150)
66 5.50233.012127.208
角筋插筋.132
11600/3+500-
40+max(12*d,150)
44 4.71118.844118.969
构件位置：<7500,350>
构件名称：KZ3[196]本构件钢筋重：1634.758Kg
箍筋.1102*((700-2*30)+(700-2*30))+2*(11.9*d)+(8*d)8787 2.878250.386154.373箍筋.2102*(((700-2*30-32)/6*2+32)+(700-2*30))+2*(11.9*d)+(8*d)170170 2.067351.39216.646构件数量：1筏板受力筋.1165000-40+12*d-40+12*d 1919 5.304100.776159.059筏板受力筋.2163400-40+12*d-40+12*d 66 3.70422.22435.077筏板受力
筋.1
162800-40+12*d-40+12*d 1111 3.10434.14453.891筏板受力
筋.2
163700-40+12*d-40+12*d 2323 4.00492.092145.353筏板受力
筋.1
165000-40+12*d-40+12*d 1919 5.304100.776159.059筏板受力
筋.2
163400-40+12*d-40+12*d 66 3.70422.22435.077筏板受力
筋.1
162800-40+12*d-40+12*d 1111 3.10434.14453.891筏板受力
筋.2163700-40+12*d-40+12*d 2323 4.00492.092145.353构件数量：1
筏板受力
筋.1
162900-40+12*d-40+12*d 2525 3.20480.1126.425筏板受力
筋.1
163600-40+12*d-40+12*d 2020 3.90478.08123.237筏板受力
筋.1
162900-40+12*d-40+12*d 2525 3.20480.1126.425筏板受力
筋.1163600-40+12*d-40+12*d 2020 3.90478.08123.237构件数量：12
横向底
筋.1
164000-40-4027324 3.921270.082004.621纵向底
筋.1164000-40-4027324 3.921270.082004.621
构件位置：<7500-600,2900><7500-600,4>;<1800,350+616><1800,350+616>;<2900,900-300><900-300,4>;<1800,2900-
966><1800,2900-966>
构件名称：DJ-1[157]本构件钢筋重：334.103Kg 构件位置：<1,C>;<3,C>;<1,B>;<1,A>;<2,A>;<4,A>;<6,A>;<7,A>;<7,B>;<7,C>;<5,C>;<4,C>
构件名称：J2[69]本构件钢筋重：786.759Kg 构件位置：<1800+233,2500><1800+233,2500>;<900,2-833><2800,2-833>;<7500-333,2500><7500-333,2500>;<900,900-66><2800,900-
66>
构件名称：J3[82]本构件钢筋重：499.324Kg。