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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
13、.43214.8636.674L=5.2+20.335+3920.02=7.4321816.635233.2766.507L=12.132+4.503=16.635381.2027387.84634.7L=(0.24+0.35)2+0.022=1.202坡屋面梁WL2（2）1145.055420.2224.446L=4.4-0.24+20.36+26.250.014=5.055261.0472930.3636.74L=(0.24+0.3)2-0.033=1.047坡屋面梁WL4（3）1145.603422.41427.099L=5.413+0.24-0.05=5.6032125.603422.
14、41419.904L=5.413+0.24-0.05=5.603361.3675473.81816.388L=(0.4+0.3)2-0.033=1.367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）挑梁WYTL11205.134841.072101.366L=3.33+0.4+0.48+0.15+0.34+34.90.02+3.520.02=5.1342143.475413.916.805L=3.3+6.2520.014=3.4753162.25449.01614.245L=0.3+0.48+0.48+0.242+6.2520.016+44.90.
15、016=2.254481.3025470.30827.772L=（0.24+0.4）2+0.022=1.302挑梁YTL11203.0542473.296180.895L=1.8+0.15+0.4+0.424+3.520.02+23.50.02=3.0542121.865814.9213.249L=0.182+0.412+0.3+4.940.012+6.2520.012=1.8653122.891646.2441.061L=2.74+6.2520.012=2.89481.2026476.92830.387L=（0.35+0.24）2+0.022=1.202561.2477289.78419.9
16、32L=（0.4+0.24）2-0.033=1.2476202.462459.04145.71L=1.68+0.78=2.46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）一层现浇板180.75612896.76838.223L=0.7+3.50.0082=0.756281.956011746.215L=1.85+6.250.0082=1.95381.7512218.295L=1.65+6.250.0082=1.75481.4562434.94413.803L=1.4+3.50.0082=1.456583.8938147.8958.417L=3.79
17、+6.250.0082=3.89681.4461826.02810.281L=1.39+3.50.0082=1.446二-五层板筋181.156696804.576317.808L=1.1+3.50.0082=1.156280.756480362.88143.338L=0.7+3.50.0082=0.756380.65610468.22426.948L=0.6+3.50.0082=0.656482.19384840.96332.179L=2.09+6.250.0082=2.19581.992447.7618.865L=1.89+6.250.0082=1.99682.72688239.88894
18、.756L=2.67+3.50.0082=2.726781.856144267.264105.569L=1.8+3.50.0082=1.856881.45696139.77655.212L=1.4+3.50.0082=1.456983.893521369.28540.866L=3.79+6.250.0082=3.89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）二-五层板筋1088.091921553.28613.546L=7.99+6.250.0082=8.091183.59192689.28272.266L=3.49+6.250.0082=3.5
19、91281.293255.87222.069L=1.19+6.250.0082=1.291381.2565670.33627.783L=1.2+3.50.0082=1.2561481.746192335.232132.417L=1.69+3.50.0082=1.7461581.79192343.68135.754L=1.69+6.250.0082=1.7916103.6153681330.32820.807L=3.49+6.250.012=3.61517101.87256478.72295.37L=1.8+3.50.012=1.8718101.07376402.32248.231L=1+3.5
20、0.012=1.0719103.9152881127.52695.68L=3.79+6.250.012=3.91520101.07512547.84338.017L=1+3.50.012=1.0721102.07120248.4153.263L=2+3.50.012=2.072281.7461322.6988.966L=1.69+3.50.0082=1.7462381.791323.279.192L=1.69+6.250.0082=1.792484.8561677.69630.69L=1.69+6.250.0082=1.79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
21、（kg）计算式（m）二-五层板筋25103.4351758.39536.03L=3.31+6.250.012=3.43526104.2151771.65544.211L=3.12+0.12-0.025+1.0=4.215平屋面板钢筋181.156132152.59260.274L=1.1+3.50.0082=1.156280.7566448.38419.112L=0.7+3.50.0082=0.756383.3562273.83231.139L=3.3+3.50.0082=3.356482.056124254.944100.703L=2.0+3.50.0082=2.056582.1960131
22、.451.903L=2.09+6.250.0082=2.19682.692053.821.251L=2.59+6.250.0082=2.69783.3562273.83229.164L=3.3+3.50.0082=3.356882.8562262.83224.819L=2.8+3.50.0082=2.856981.856814.8485.865L=1.8+3.50.0082=1.8561081.656813.2485.233L=1.6+3.50.0082=1.6561181.2561012.564.961L=1.2+3.50.0082=1.2561280.6561610.4964.146L=0
23、.6+3.50.0082=0.6561381.793664.4425.454L=1.69+6.250.0082=1.79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）平屋面板钢筋1482.55648122.68848.462L=2.5+3.50.0082=2.5561586.491064.925.6355L=6.39+6.250.0082=6.491681.1561820.8088.219L=1.1+3.50.0082=1.1561783.892077.830.731L=3.79+6.250.0082=3.891883.892077.830.731L
24、=3.79+6.250.0082=3.891984.6561674.49629.426L=4.6+3.50.0082=4.6562081.991427.8611.005L=1.89+6.250.0082=1.992183.5561864.00825.283L=3.5+3.50.0082=3.5562282.89926.0110.274L=2.79+6.250.0082=2.8923122.9425.885.221L=2.79+6.250.0122=2.9424121.2444.964.404L=1.0+0.24=1.242584.65648223.48888.278L=4.6+3.50.008
25、2=4.6562682.891718.77.387L=1.0+6.250.0082=1.12782.0561326.72810.558L=2.0+3.50.0082=2.05628103.61539140.98586.988L=3.49+6.250.012=3.61529103.91534133.1582.154L=3.79+6.250.012=3.915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）坡屋面板钢筋181.85662115.07245.453L=1.8+3.50.0082=1.856281.856148274.688108.502L=1
26、.8+3.50.0082=1.856381.0567882.36832.535L=1.0+3.50.0082=1.056480.65610166.25626.171L=0.6+3.50.0082=0.656581.1565664.73625.571L=1.1+3.50.0082=1.156681.856148274.688108.502L=1.8+3.50.0082=1.856783.7568255100.725L=3.65+6.250.0082=3.75882.41144345.04136.291L=2.31+6.250.0082=2.41987.4924179.7671.005L=7.3+
27、0.24-0.05=7.491082.168142.856.406L=2.0+6.250.0082=2.11181.3128166.465.728L=1.2+6.250.0082=1.31282.0563265.79225.988L=2.0+3.50.0082=2.0561382.0163212.64L=1.9+6.250.0082=21483.892597.2538.414L=3.79+6.250.0082=3.891583.892077.830.731L=3.79+6.250.0082=3.89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
28、板钢筋1681.4562333.48813.228L=1.4+3.50.0082=1.4561781.2565164.05625.302L=1.2+3.50.0082=1.2561885.191051.920.5L=5.09+6.250.0082=5.191981.6561423.1849.158L=1.6+3.50.0082=1.6562082.1563677.61630.658L=2.1+3.50.0082=2.156构造柱钢筋GZ111418.0640722.4873.382L=15.12+4250.014=18.06260.92715001390.5308.691L=（0.24+0.2
29、4）2-0.033=0.927构造柱钢筋GZ211418.068144.48174.676L=15.12+4250.014=18.06260.927300278.161.738L=（0.24+0.24）2-0.033=0.927构造柱钢筋GZ311418.068144.48174.676L=15.12+4250.014=18.06260.927300278.161.738L=（0.24+0.24）2-0.033=0.927构造柱钢筋GZ41141.50246.0087.264L=1.532-0.03=1.502260.92798.3431.852L=（0.24+0.24）2-0.033=0.9
30、27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）楼梯平台板钢筋181.584875.8429.957L=1.48+6. 250.0082=1.58262.8752777.62517.233L=2.8+6. 250.0062=2.875381.5364873.72829.123L=1.48+3.50.0082=1.536480.7765441.90416.552L=0.72+3.50.0082=0.776楼梯板LTB-11123.73581141.0936.488L=3.2+0.36+3.50.012+6.250.012+4.90.012=3.735
31、82121.77581119.5317.343L=1.24+0.36+3.50.012+6.250.012+4.90.012=1.77583101.4965913.46858.31L=1.35+3.50.01+6.250.01+4.90.01=1.49654102.4115921.713.389L=0.7+1.24+0.29+3.50.012+6.250.01+4.90.01=2.4115楼梯板LTB-21125.18381157.0250.634L=1.82+3.155+6.250.0122+4.90.012=5.18382102.689924.20114.932L=1.82+0.3+0.3
32、6+6.250.012+4.90.01+3.50.01=2.689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）楼梯板LTB-23101.5945914.35058.853L=1.262+0.235+6.250.012+3.50.01=1.59454102.6275923.557514.535L=1.82+0.7+6.250.012+3.50.01=2.6175楼梯板LTB-31103.05578238.29147.025L=2.93+6.250.012=3.0552101.25155467.58141.697L=0.175+0.93+6.250.0
33、1+3.50.01+4.90.01=1.25153101.25155467.58141.697L=1.2515楼梯板分布筋LTB1161.452232.567.228L=1.405+6.2520.006=1.48楼梯板分布筋LTB2161.452232.567.228L=1.405+6.2520.006=1.48楼梯板分布筋LTB3161.45132195.3643.37L=1.405+6.2520.006=1.48楼梯梁LTL-11162.7938.3713.225L=2.84-0.05=2.792142.7925.586.746L=2.79361.141921.664.809L=(0.24
34、-0.05)+(0.35-0.05)2+20.08=1.14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）楼梯梁LTL-21162.792158.5992.572L=2.84-0.05=2.792142.791439.0647.224L=2.79361.14133151.6233.66L=(0.24-0.05)+(0.35-0.05)2+20.08=1.14楼梯梁LTL-31162.7938.3713.225L=2.84-0.05=2.792142.7925.586.746L=2.79381.241923.569.306L=(0.24-0.05)+(
35、0.4-0.05)2+20.08=1.24扶手板下的钢筋（LTB1下）1123.226.45.683L=3.2扶手板下的钢筋（LTB2下）1123.15526.315.603L=3.155扶手板下的钢筋（LTB3下）1122.931270.3262.444L=2.93现浇过梁GL11102.9151646.6428.777L=6.2520.01+2.79=2.915260.8078064.5614.332L=(0.24+0.18)2-0.033=0.807现浇过梁GL21102.8353290.7255.974L=6.2520.01+2.71=2.835260.807160129.1228.665L=(0.24+0.18)2-0.033=0.807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）一层阳台栏板1104.381043.827.025L=3.6+3920.01=4.
