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1、钢 筋 用 量 计 算 表构件名称顺序号形状尺寸简图直径计算长度（m）总根数总长度（m）合计重量（kg）计算式（m）条形基础L=15001101.545208321.36198.279L=1.5-0.042+26.250.01=1.54528224.381224.3888.63L=24.829+6.250.008102=224.38条形基础L=13001101.345201270.35166.806L=1.22+26.250.01=1.34528209.841209.8482.887L=25.988+6.250.008202=209.84条形基础L=12001101.245226281.371
2、73.605L=1.12+26.250.01=1.24528237.11237.193.655L=33.77+6.250.008122=237.1条形基础L=10001101.0452728.21517.409L=0.92+26.250.01=1.0452831.6131.612.482L=5.26+6.250.00842=31.6基础圈梁112153.824615.28546.369L=615.282121.41183448.001242.625L=0.362+0.4242+24.90.012=1.4118360.927581538.587119.566L=（0.24+0.24）2-0.03
3、3=0.927一层其它梁L5(1)1121.468811.74410.429L=1.0+390.012=1.468260.9271211.1242.47L=（0.24+0.24）2-0.033=0.927构件名称顺序号形状尺寸简图直径计算长度（m）总根数总长度（m）合计重量（kg）计算式（m）一层其它梁L2(1)1122.138817.10415.188L=1.7-0.03+390.012=2.138260.9272018.544.116L=（0.24+0.24）2-0.033=0.927二-五层圈梁（QLA）112132.46202649.22352.49L=132.46260.927207
4、61924.452427.228L=（0.24+0.24）2-0.033=0.927二-五层圈梁（QLB）1128.65620173.12153.73L=8.656260.92710496.40821.4026L=（0.24+0.24）2-0.033=0.927平屋面圈梁（QLA）112132.464529.84470.498L=132.46260.927519481.113106.807L=（0.24+0.24）2-0.033=0.927平屋面圈梁（QLB）1128.65618.6567.687L=8.656260.9272624.1025.351L=（0.24+0.24）2-0.033=0
5、.927构件名称顺序号形状尺寸简图直径计算长度（m）总根数总长度（m）合计重量（kg）计算式（m）二-五层其它梁L2(1)1124.2961668.73661.038L=(3.6-0.24)+3920.012=4.2962184.29624103.104206.105L=(3.6-0.24)+3920.012=4.296381.122192215.42485.092L=(0.24+0.35)2+0.022=1.122二-五层其它梁L8(1)1121.833258.5652.001L=0.96+20.36+6.2520.0122=1.83260.9274844.4969.878L=（0.24+0
6、.24）2-0.033=0.927二-五层其它梁L7(1)1121.833258.5652.001L=0.96+20.36+6.2520.0122=1.83260.9274844.4969.878L=（0.24+0.24）2-0.033=0.927二-五层其它梁L3(1)1122.3633275.61667.147L=1.46+6.250.012+0.36+390.012=2.363260.9277266.74414.817L=（0.24+0.24）2-0.033=0.927二-五层其它梁L4(1)1164.524108170.64L=3.36+390.016+0.36+3.50.016+6.
7、250.016=4.52124.3051668.8861.165L=3.36+390.012+0.36+3.50.012+6.250.012=4.305361.147192220.22448.89L=（0.24+0.35）2-0.033=1.147构件名称顺序号形状尺寸简图直径计算长度（m）总根数总长度（m）合计重量（kg）计算式（m）二-五层其它梁L5(1)1143.353826.81632.421L=2.36+20.36+23.50.014+26.250.014=3.3532123.314826.51223.543L=2.36+20.36+23.50.012+26.250.012=3.31
8、4361.0476871.19615.806L=（0.24+0.3）2-0.033=1.047平屋面中其它梁L5（1）1121.9141630.62427.194L=0.96+26.250.012+20.36+23.50.012=1.914260.9272422.2484.939L=（0.24+0.24）2-0.033=0.927平屋面中其它梁L3（1）1142.5025410.0112.102L=1.46+0.36+3.50.014+6.250.014+390.014=2.50252122.40549.628.543L=1.46+0.36+3.50.012+6.250.012+390.012
9、=2.405360.9272220.3944.528L=（0.24+0.24）2-0.033=0.927平屋面中其它梁L2（1）1204.695418.7846.349L=3.36+0.36+6.250.02+3.50.02+390.02=4.6952124.305417.2215.291L=3.36+0.36+6.250.012+3.50.012+390.012=4.305381.1224853.85621.273L=(0.24+0.35)2+0.022=1.122构件名称顺序号形状尺寸简图直径计算长度（m）总根数总长度（m）合计重量（kg）计算式（m）平屋面中其它梁WL4（3）12012.
10、998338.99496.237L=9.8+0.9363+6.250.022+3.50.022 =12.99821632.349264.698102.223L1=9.8+0.74883+0.362+6.250.016+3.50.016=12.925L2=3.36/3+390.016=1.744L3=(3.6-0.24)2+(1.3-0.24)2=17.68L=1.744+12.925+17.68=32.349381.3026685.93233.943L=(0.24+0.4)2+0.022=1.302梁中各加密区箍筋181.122110123.4248.7509L=(0.24+0.35)2+0.
11、022=1.122坡屋面梁WL6（2）1168.2216131.52207.802L=7.3+26.250.016+20.36=8.22261.147136155.99234.63L=(0.24+0.35)2-0.033=1.147坡屋面梁WL10（2）1188.092864.736129.407L=7.147+26.250.018+20.36=8.092261.1478294.05420.88L=(0.24+0.35)2-0.033=1.147坡屋面梁WL5（3）1166.333425.33240.025L=5.413+26.250.016+20.36=6.3332126.283425.13
12、222.317L=5.413+26.250.012+20.36=6.283361.0478487.94819.524L=(0.24+0.3)2-0.033=1.047构件名称顺序号形状尺寸简图直径计算长度（m）总根数总长度（m）合计重量（kg）计算式（m）坡屋面梁WL9（4）1168.067432.26850.983L=7.147+26.250.016+20.36=8.0672127.992431.96828.388L=7.147+26.250.012+20.36=7.992361.0475860.72613.481L=(0.24+0.3)2-0.033=1.047坡屋面梁WL8（3）1207.43214.86
