双江社区卫生服务综合楼钢筋用量表
每10m3钢筋混凝土钢筋含量参考表
1.现浇钢筋混凝土构件 钢筋 定额编号 项目 单位 低碳冷 拔钢丝 Φ 5以内 5-9～12 5-13、14 5-17、18 带型基础 有梁式 板式 t/10m3 t/10m3 t/10m3 Ⅰ级钢 Φ 10以 内 0.12 0.09 0.06 0.02 0.06 0.04 0.45 0.19 0.14 0.12 0.1 0.1 0.19 0.22 0.22 0.103 0.244 0.268 0.347 0.268 0.263 0.506 0.232 0.46 0.51 0.575 0.509 0.38 Φ 10以 外 0.41 0.623 0.45 0.243 0.615 0.982 0.604 0.52 0.2 0.18 0.16 0.16 0.53 0.64 0.65 1.106 0.876 0.52 0.672 0.48 0.99 0.36 0.784 0.49 0.43 0.628 0.154 0.41
独立基础
杯型基础 5-19~22 t/10m3 高杯基础 5-23~26 t/10m3 5-27、28 无梁式 t/10m3 满堂基础 5-29~32 有梁式 t/10m3 独立桩承台 5-32~38 t/10m3 5-39~42 5m3以内 t/10m3 5-43~46 20m3以内 t/10m3 5-47~50 100m3以内 t/10m3 5-51~54 100m3以外 t/10m3 5-58~61 矩型 t/10m3 柱 5-62~65 异型 t/10m3 5-66 圆型 t/10m3 5-69~72 基础梁 t/10m3 5-73~76 单梁、连续梁 t/10m3 5-81 异型梁 t/10m3 梁 5-77、78 过梁 t/10m3 5-79、80 拱弧型梁 t/10m3 5-82、84 圈梁 t/10m3 直形墙 5-87~90 t/10m3 电梯井壁 5-91~94 t/10m3 弧形墙 5-95 t/10m3 大钢模板墙 5-96、97 t/10m3 5-100~103 有梁板 t/10m3 5-104~107 无梁板 t/10m3 板 5-108~111 平板 t/10m3 设 备 基 础
板钢筋用量计算表
1板面筋1 2.65 2.6500.394 1.0442板底筋1 4.45 4.4500.394 1.7533板底筋1 4.45 4.4500.394 1.7534板底筋1 4.45 4.4500.394 1.7535板底筋1 4.45 4.4500.394 1.7536板底筋1 4.45 4.4500.394 1.7537板底筋1 4.45 4.4500.394 1.7538板底筋1 4.45 4.4500.394 1.7539板底筋1 4.45 4.4500.394 1.75310板底筋1 4.45 4.4500.394 1.75311板底筋1 4.45 4.4500.394 1.75312板底筋1 2.95 2.9500.394 1.16213板底筋1 3.25 3.2500.394 1.28114板底筋2 4.458.9000.394 3.50715板底筋1 4.45 4.4500.394 1.75316板底筋1 4.45 4.4500.2220.98817板底筋1 4.45 4.4500.394 1.75318板底筋7 4.4531.1500.39412.27319板底筋1 1.81 1.8100.3940.71320板底筋1 1.81 1.8100.2220.40221板底筋2 4.398.7800.222 1.94922板底筋324.45142.4000.39456.106板钢筋用量计算表工程名称:板钢筋用量计算表2500757544504450445044504450445044504450445044504450445044504450445044502950325018101810439023板底筋3 6.2518.7500.3947.38824板底筋33 2.9597.3500.39438.35625板底筋231 4.45########0.394405.01226板底筋26 3.5592.3000.39436.36627板底筋260.8522.1000.3948.70728板底筋26 2.6568.9000.39427.14729板底筋70 1.75122.5000.22227.19530板底筋35 2.6592.7500.22220.59131板底筋1 5.05 5.0500.222 1.12132板底筋9 5.0545.4500.39417.90733板底筋4 2.058.2000.394 3.23134板底筋350.8529.7500.222 6.60535板底筋1 5.05 5.0500.222 1.12136板底筋12 2.6531.8000.39412.52937板底筋364 4.45########0.394638.20138板底筋176.25106.2500.39441.86339板底筋13 1.0613.7800.6178.50240构造分布筋4 2.489.9200.222 2.20241板面筋13 1.7522.7500.3948.96442构造分布筋7 2.4817.3600.222 3.85443板面筋10.850.8500.3940.33544板面筋20 2.6352.6000.39420.72445构造分布筋11 2.4827.2800.222 6.05646板面筋1 1.50 1.5000.3940.59147构造分布筋4 2.489.9200.394 3.90848板面筋13 1.5019.5000.61712.03249构造分布筋62.4814.8800.2223.3031600757524807575135075751350757544504450295062506250355026502650265017505050505050502050248024802480248024808508509107575700757550构造分布筋72.1214.8400.2223.29451板面筋7 1.339.3100.394 3.66852构造分布筋52.1210.6000.222 2.35353板面筋13 1.2115.7300.394 6.19854构造分布筋52.1210.6000.222 2.35355板面筋1 2.05 2.0500.3940.80856板面筋40 2.65106.0000.39441.76457板面筋2 2.63 5.2600.6173.24558板面筋1 1.50 1.5000.6170.92659板面筋1 1.51 1.5100.3940.59560板面筋10 1.5115.1000.394 5.94961构造分布筋61.14 6.8400.222 1.51862板面筋62.6515.9000.6179.81063构造分布筋11 1.1412.5400.222 2.78464板面筋6 1.7510.5000.394 4.13765构造分布筋71.147.9800.222 1.77266板面筋6 1.06 6.3600.617 3.92467构造分布筋41.14 4.5600.222 1.01268板面筋 1.510.0000.6170.00069构造分布筋24 1.1427.3600.222 6.07470板面筋1 1.51 1.5100.3940.59571板面筋1 2.65 2.6500.394 1.04472板面筋60.91 5.4600.394 2.15173构造分布筋41.14 4.5600.222 1.01274板面筋12.212.2100.3940.87125007575250075751350757511807575106075751900757524807575136075751360757513607575250075751600757513607575206075752120212021201140114011401140114011409107575760757575板面筋6 1.297.7400.394 3.05076构造分布筋51.14 5.7000.222 1.26577板面筋62.0812.4800.394 4.91778板面筋81.149.1200.2222.02579板面筋1 1.29 1.2900.6170.79680板面筋10.610.6100.3940.24081构造分布筋91.1410.2600.2222.27882板面筋6 1.14 6.8400.394 2.69583构造分布筋51.14 5.7000.222 1.26584板面筋1 1.14 1.1400.6170.70385板面筋12.05 2.0500.3940.80886板面筋6 2.6515.9000.6179.81087构造分布筋11 1.1412.5400.222 2.78488构造分布筋51.14 5.7000.3942.24689板面筋12 1.7521.0000.61712.95790构造分布筋141.1415.9600.222 3.54391板面筋1 1.91 1.9100.3940.75392板面筋6 1.9111.4600.6177.07193构造分布筋81.149.1200.2222.02594板面筋1 1.14 1.1400.6170.70395板面筋61.458.7000.394 3.42896板面筋242.6563.6000.61739.24197构造分布筋44 1.1450.1600.22211.13698板面筋10.760.7600.6170.46999构造分布筋101.1411.4000.2222.53125007575250075751600757575751140757519307575114075751900757517607575176075751140114011401140114011401140114011401140145046075759907575990757599075756107575100板面筋18 1.7531.5000.61719.436101构造分布筋211.1423.9400.222 5.315102板面筋362.6595.4000.61758.862103构造分布筋66 1.1475.2400.22216.703104构造分布筋121.1413.6800.222 3.037105板面筋182.6547.7000.61729.431106构造分布筋331.1437.6200.2228.352107板面筋9 1.5113.5900.6178.385108板面筋12 1.7521.0000.61712.957109构造分布筋14 1.1415.9600.2223.543110构造分布筋91.1410.2600.2222.278111板面筋1 1.15 1.1500.3940.453112板面筋2 1.06 2.1200.617 1.308113板面筋13 1.3117.0300.394 6.710114构造分布筋52.5012.5000.222 2.775115板面筋1 1.45 1.4500.3940.571116板面筋10.840.8400.3940.331117板面筋78 2.65206.7000.617127.534118构造分布筋882.50220.0000.22248.840119板面筋39 1.4556.5500.61734.891120构造分布筋182.5045.0000.2229.990121板面筋2 1.45 2.9000.617 1.789122板面筋39 1.7568.2500.39426.891123板面筋10.840.8400.6170.518124板面筋521.7591.0000.61756.14716007575250075752500757525007575160075751600757516007575136075751000757511607575130075751300757513007575114011401140114011401140250025002500910757569075756907575125构造分布筋422.50105.0000.22223.310126板面筋3 1.75 5.2500.617 3.239127板面筋2 1.06 2.1200.3940.835128板面筋13 1.5119.6300.61712.112129构造分布筋62.5015.0000.2223.330130板面筋11 1.5116.6100.61710.248131板面筋20 2.6553.0000.61732.701132板面筋130.9111.8300.6177.299133构造分布筋42.5010.0000.222 2.220134板面筋10.910.9100.6170.561135板面筋1 1.15 1.1500.6170.710136板面筋10.610.6100.2220.135137构造分布筋25 2.5062.5000.39424.625138板面筋13 1.3817.8750.3947.043139板面筋133.9551.3500.39420.232构件编号:NB11板面筋11 1.5016.5000.394 6.5012构造分布筋1 1.35 1.3500.2220.3003构造分布筋2 3.30 6.6000.222 1.4654板面筋17 4.4575.6500.39429.8065板底筋34 4.45151.3000.39459.6126构造分布筋2 4.509.0000.222 1.9987构造分布筋7 2.3016.1000.222 3.5748板面筋12 1.2114.5200.394 5.7219构造分布筋112.3025.3000.222 5.61710板面筋121.7521.0000.61712.95713507575106075752500757516007575160075751360757513607575100075754450445025002500250025001375395013503300450023002300910757576075757607575460757511板底筋11.81 1.8100.3940.71312板面筋22.63 5.2600.6173.24513板底筋14.39 4.3900.394 1.73014板面筋1 1.14 1.1400.3940.44915构造分布筋12.50 2.5000.2220.55516板面筋13 2.0526.6500.39410.50017板面筋17 1.5125.6700.39410.11418板底筋14.45 4.4500.394 1.75319板面筋1 2.65 2.6500.617 1.63520板面筋13 1.5119.6300.61712.11221板面筋26 6.25162.5000.39464.02522板底筋26 2.6568.9000.39427.14723板底筋1 2.95 2.9500.394 1.16224板底筋1 4.45 4.4500.394 1.75325构造分布筋12 2.5030.0000.222 6.66026板面筋32 2.6584.8000.61752.32227构造分布筋26.3012.6000.222 2.79728板面筋1 1.45 1.4500.6170.89529板面筋39 2.65103.3500.61763.76730构造分布筋6 2.5015.0000.222 3.33031构造分布筋8 1.7013.6000.222 3.01932板面筋110.9110.0100.617 6.17633板底筋150.8512.7500.222 2.83134板底筋114.4548.9500.39419.28635板面筋11.511.5100.6170.93224807575136075752500757525007575250075751360757513607575190075751300757544504450445029501810439062502650250025002500630017008509907575760757536板面筋44 2.65116.6000.39445.94037板底筋11 4.4548.9500.39419.28638构造分布筋222.1046.2000.22210.25639板面筋3 2.657.9500.617 4.90540板底筋42.6510.6000.394 4.17641板面筋1 1.06 1.0600.6170.65442板底筋66.2537.5000.39414.77543板面筋3 1.51 4.5300.617 2.79544板面筋11 1.0611.6600.6177.19445板面筋11 1.5116.6100.61710.24846构造分布筋122.1025.2000.222 5.59447板面筋110.9110.0100.3943.94448板面筋22 3.5578.1000.39430.77149构造分布筋102.1021.0000.222 4.66250板面筋3 1.293.8700.617 2.38851板面筋1 1.15 1.1500.3940.45352板面筋1 1.15 1.1500.3940.45353板面筋33 1.7557.7500.61735.63254构造分布筋12 2.1025.2000.222 5.59455板底筋11 1.7519.2500.3947.58556构造分布筋5 2.1010.5000.222 2.3315715.05 5.0500.222 1.12158板面筋1 1.45 1.4500.3940.57159板面筋11 1.7519.2500.3947.58560构造分布筋142.1029.4000.2226.5271600757525007575250075751600757513607575136075751140757510007575130075751000757544506250355026501750505021002100210021002100210091075759107575760757561板底筋55 4.45244.7500.39496.43262构造分布筋6 1.7010.2000.222 2.26463板底筋15 1.7526.2500.222 5.82864构造分布筋21 2.1044.1000.2229.79065板底筋22 2.6558.3000.39422.97066构造分布筋7 1.6411.5010.222 2.55367板面筋2 1.75 3.5000.617 2.16068板底筋4 5.0520.2000.3947.95969构造分布筋20.90 1.8000.2220.40070板面筋10.610.6100.6170.37671构造分布筋20.90 1.8000.2220.40072板面筋51.457.2500.6174.473构件编号:NB11板面筋13 1.7522.7500.3948.9642板面筋17 4.4575.6500.22216.7943构造分布筋5 2.5012.5000.222 2.7754板底筋20 4.4589.0000.22219.7585构造分布筋62.5015.0000.2223.3306板面筋1 1.50 1.5000.6170.9267板底筋1 2.95 2.9500.394 1.1628板面筋20 2.6553.0000.39420.8829板底筋13 4.4557.8500.39422.79310构造分布筋7 2.5017.5000.222 3.88511板底筋39 4.45173.5500.39468.37912板底筋20 4.4589.0000.39435.06613构造分布筋442.50110.0000.22224.42014板面筋12.652.6500.3941.04425007575250075751600757513507575160075751300757544504450445044504450445029502650175050502500250025002500170021001643900900460757515板面筋1 1.51 1.5100.6170.93216板面筋13 1.7522.7500.61714.03717板面筋13 2.6534.4500.61721.25618板面筋13 1.9124.8300.61715.32019构造分布筋6 2.5015.0000.222 3.33020板底筋32 4.45142.4000.39456.10621板底筋32 4.45142.4000.39456.10622板底筋324.45142.4000.39456.10623板面筋1 1.91 1.9100.617 1.17824板面筋32 2.6584.8000.61752.32225板底筋32 4.45142.4000.39456.10626板底筋4 2.6510.6000.394 4.17627板底筋56.2531.2500.39412.31328板面筋1 1.51 1.5100.6170.93229构造分布筋3 6.3018.9000.222 4.19630板面筋32 1.7556.0000.61734.55231构造分布筋55 6.30346.5000.22276.92332构造分布筋60.93 5.5500.222 1.23233板底筋1 4.45 4.4500.394 1.75334板底筋1 4.45 4.4500.394 1.75335板底筋1 4.45 4.4500.394 1.75336构造分布筋30.93 2.7750.2220.61637板底筋152.6539.7500.39415.66238板面筋5 1.06 5.3000.6173.27039板底筋106.2562.5000.39424.62540板面筋51.517.5500.6174.658757525007575250075751600757516007575136075751360757513607575176075751760757544504450445044504450445044506250625026502650250063006300925925910757541板面筋1 1.06 1.0600.6170.65442构造分布筋220.9320.3500.222 4.51843板底筋1 4.45 4.4500.394 1.75344构造分布筋20.93 1.8500.2220.41145板面筋30 2.6579.5000.61749.05246板底筋52.0510.2500.394 4.03947板面筋1 1.45 1.4500.6170.89548构造分布筋11 4.5049.5000.22210.98949构造分布筋14.50 4.5000.2220.99950板面筋23 2.6560.9500.61737.60651板面筋23 1.5134.7300.61721.42852板面筋7 1.4510.1500.617 6.26353板面筋14 2.6537.1000.61722.89154构造分布筋1 1.36 1.3600.2220.30255构造分布筋6 1.368.1600.222 1.81256构造分布筋11 1.3614.9600.222 3.32157板底筋14 4.4562.3000.39424.54658构造分布筋6 1.368.1600.222 1.81259板底筋12.05 2.0500.3940.80860板面筋9 2.6523.8500.61714.71561板底筋35.0515.1500.394 5.96962板面筋61.519.0600.6175.590构件编号:NB11板底筋23 6.25143.7500.39456.6382板面筋1 2.65 2.6500.394 1.0443构造分布筋64.5027.0000.2225.9942500757525007575250075752500757525007575757513607575136075751300757513007575445044506250505020502050450045004500136013601360136092592591075754板面筋23 2.6560.9500.61737.6065构造分布筋6 4.5027.0000.222 5.9946构造分布筋7 1.7712.4040.222 2.7547板底筋1 6.25 6.2500.394 2.4638板底筋14 4.4562.3000.39424.5469构造分布筋1 2.58 2.5760.2220.57210构造分布筋12.50 2.5000.2220.55511板面筋13 1.5119.6300.3947.73412构造分布筋1 2.50 2.5000.2220.55513板底筋32 4.45142.4000.39456.10614板底筋1 6.25 6.2500.394 2.46315板面筋2 1.513.0200.617 1.86316板面筋32 1.7556.0000.61734.55217构造分布筋36.3018.9000.222 4.19618板面筋32 2.6584.8000.61752.32219构造分布筋11 4.5049.5000.22210.98920构造分布筋64.5027.0000.2225.99421板面筋3 2.657.9500.617 4.90522板底筋1 4.45 4.4500.394 1.75323板底筋1 4.45 4.4500.394 1.75324板面筋13 1.5119.6300.61712.11225板面筋1 1.75 1.7500.617 1.08026构造分布筋62.5015.0000.2223.33027板面筋2 2.65 5.3000.617 3.27028构造分布筋12 2.5030.0000.222 6.66029板底筋14.454.4500.3941.7532500757525007575250075752500757516007575160075751360757513607575136075754450445044504450445062506250250025002500250045004500450063001772257630构造分布筋1 2.50 2.5000.2220.55531板底筋1 4.45 4.4500.394 1.75332构造分布筋3 2.507.5000.222 1.66533板面筋39 2.65103.3500.39440.72034板面筋65 2.65172.2500.617106.27835板面筋39 1.5158.8900.61736.33536板底筋65 6.25406.2500.394160.06337板面筋13 1.5119.6300.61712.11238板面筋1 1.75 1.7500.617 1.08039构造分布筋55 2.50137.5000.22230.52540构造分布筋6 2.5015.0000.222 3.33041构造分布筋3 2.507.5000.222 1.66542构造分布筋6 2.5015.0000.222 3.33043构造分布筋11.60 1.6000.2220.35544板面筋2 1.51 3.0200.617 1.86345构造分布筋6 1.609.6000.2222.13146板底筋6 4.4526.7000.39410.52047板底筋21.603.2000.2220.71025007575160075751360757513607575136075754450445062502650250025002500250025002500160016001600。
钢筋量含量表
0.028 0.054 0.01 0.006
0.059 0.005
0.001 0.017 0.025 0.02 0.018 0.016 0.016 0.036 0.135 0.078 0.049
0.079 0.07 0.05
0.02
0.095 0.096 0.021 0.014 0.012 0.007 0.013 0.003 0.084 0.057 0.077 0.092 0.034 0.03 0.026 0.026 0.072 0.093 0.185 0.101 0.095 0.03 0.002 0.088 0.126 0.089
合
计 0.07 0.07 0.063 0.032 0.068 0.102 0.109 0.068 0.074 0.2 0.2 0.22 0.133 0.15 0.16 0.147 0.167 0.193 0.126 0.203 0.202 0.177 0.106 0.136 0.092 0.112 0.141 0.075 0.083
综合楼-钢筋经济指标表一
工程名称：综合楼
钢筋经济指标表一(包含措施筋)
编制日期：2015-09-19
单位：t
级别
钢筋类型
<=10
>10
箍筋0.733
直筋0.362直筋20.064箍筋
3.503 1.286
直筋0.24箍筋 5.016
直筋 6.826直筋 1.11711.631箍筋
2.2740.226
直筋0.24箍筋 3.839
直筋 5.98直筋 1.11711.635箍筋
2.2060.226
直筋0.24箍筋 3.839
直筋 5.98直筋 1.11711.635箍筋
2.2060.226
直筋0.24箍筋 3.839
直筋 5.98直筋 1.11711.635箍筋
2.2060.226
直筋0.24箍筋 3.839
直筋 5.33直筋 1.11711.59箍筋
2.2060.226
箍筋 1.398
直筋 4.64直筋 2.192
箍筋
0.582
直筋 1.198箍筋22.504
直筋35.099直筋 5.58780.38箍筋
15.184 2.415
各层统计
钢筋总重：162.367
楼层名称：第5层
钢筋总重：24.549
楼层名称：第6层
钢筋总重：8.811
楼层名称：第4层
钢筋总重：25.243
楼层名称：第2层
钢筋总重：25.243
楼层名称：第3层
钢筋总重：25.243
楼层名称：基础层
钢筋总重：25.948
楼层名称：首层
钢筋总重：27.33
第 1 页 共 1 页。
钢筋、模板含量参考表
十、为便于编制标底及快速报价，在第四章混凝土及钢筋混凝土工程及第九章模板工程的工程量计算规则后面列有钢筋混凝土构件钢筋、模板含量参考表。
使用时以钢筋混凝土构件的体积（或面积、长度）分别乘以该构件的钢筋、模板含量得出钢筋、模板的工程量，再分别套用单项定额子目。
工程竣工办理结算时，钢筋模板用量应按施工图纸计算后进行调整。
附录一现浇钢筋混凝土构件钢筋含量参考表
附录三预应力钢筋混凝土构件钢筋含量参考表
. . .。
钢筋最简单计算方法和理论重量表
钢筋最简单计算方法和理论重量表钢筋重量表其实没有必要去详细背钢筋的理论重量，也没有必要去到处查找理论重量值，列出下面小公式供大家参考：例如：求直径为d的钢筋的理论重量＝d^2/100*0.617=d^2X0.00617^2为平方，0.617为直径为10钢筋的理论重量，只需要记住10钢筋的理论重量即可！直径12及以下的保留三位小数；直径12以上的保留两位小数；保留时候6舍7入！只要记住这个公式就可以了：用钢筋直径(mm)的平方乘以0.00617 （0.617是圆10钢筋每米重量。
钢筋重量与直径（半径）的平方成正比）。
钢筋的每米理论重量=0.00617D2（其中D为钢筋直径单位毫米）钢筋直径(mm)的平方乘以0.006170.617是圆10钢筋每米重量。
钢筋重量与直径（半径）的平方成正比。
G=0.617*D*D/100每米的重量(Kg)＝钢筋的直径(mm)×钢筋的直径(mm)×0.00617（钢筋扁钢方钢方管工字钢槽钢型钢 H型钢）（一）圆钢具体算法直径乘以直径乘0.006165(国家标准) 商家默认标准:直径乘以直径乘0.00617圆钢规格重量表规格截面面积重量（kg/m）Ф3.5 9.62 0.075 Ф4 12.57 0.098 Ф5 19.63 0.154 Ф5.5 23.76 0.187 Ф5.6 24.63 0.193Ф6 Ф6.3 Ф6.5 Ф7 Ф7.5 Ф8 Ф9 Ф10 Ф11 Ф12 Ф13 Ф14 Ф15 Ф16 Ф17Ф18 Ф19 Ф20 Ф21 Ф22 Ф24 Ф25 Ф26 Ф28 Ф30 Ф32 Ф34 28.27 31.17 33.1838.48 44.18 50.27 63.63 78.54 95.03 113.10 132.70 153.90 176.70 201.10 227.00 254.50 283.50 314.20 346.40 380.10 452.40 490.90 530.90 615.80 706.90 804.20 907.90 0.222 0.245 0.260 0.302 0.347 0.395 0.499 0.617 0.746 0.888 1.04 1.21 1.39 1.58 1.78 2.00 2.23 2.47 2.72 2.98 3.55 3.85 4.17 4.83 5.55 6.31 7.13 （二）螺纹钢理论重量具体算法可以采用直径除以10然后平方再乘以0.617kg/m钢筋理论重量Φ9-0.499kg/m Φ10-0.617kg/m Φ12-0.888kg/m Φ14-1.21kg/m Φ16-1.58kg/mΦ18-2.00kg/mΦ20-2.47kg/m Φ22-2.98kg/m Φ25-3.85kg/m Φ28-4.83kg/m Φ32-6.31kg/mΦ40-9.87kg/m工字钢规格重量表工字钢型号 10 12 14 16 18 20A 20B 22A 22B 24A 24B 27A高 100 120 140 160 180 200 200 220 220 240 240 270 尺寸（mm）腿宽 68 74 80 88 94 100 102 110 112 116 118 122 腹厚 4.5 5.0 5.5 6.0 6.5 7.0 9.0 7.5 9.5 8.0 10.0 8.5 截面面积（cm2） 14.3 17.8 21.5 26.1 30.6 35.5 39.5 42.0 46.4 47.7 52.6 54.6 重量（kg/m） 11.2 14.0 16.9 20.5 24.1 27.9 31.1 33.0 36.4 37.4 41.2 42.8 27B 30A 30B 30C 36A 36B 36C 40A 40B 40C270 300 300 300 360 360 360 400 400 400 124 126 128 130 136 138 140 142 144 146 10.5 9.0 11.0 13.0 10.0 12.0 14.0 10.5 12.5 14.5 60.0 61.2 67.2 73.4 76.3 83.5 90.7 86.1 94.1 102 47.1 48.0 52.7 57.4 59.9 65.6 71.2 67.6 73.8 80.1 槽钢规格重量表槽钢型号 5 6.5 8 10 12 14A 14B 16A 16B 20A 20B 30A 30B高 50 65 80 100 120 140 140 160 160 200 200 300 300 尺寸（mm）腿长 37 40 43 48 53 58 60 63 65 73 75 85 87 腰厚 4.5 4.8 5.0 5.3 5.5 6.0 8.0 6.5 8.5 7.0 9.0 7.5 9.5 截面面积（cm2） 6.93 8.54 10.24 12.74 15.36 18.51 21.31 21.95 25.15 28.83 32.83 43.89 49.59 重量（kg/m） 5.44 6.70 8.04 10.00 12.06 14.53 16.73 17.23 19.74 22.63 25.77 34.45 36.16 30C 300 89 11.5 55.89 43.81 （三）其他钢材理论重量计算的计量单位为公斤（ kg ）。
现浇钢筋混凝土构件钢筋含量参考表
序项目号1带形基础有梁式2带形基础无梁式3独立基础4杯形基础5满堂基础有梁式6满堂基础无梁式7独立桩承台8带形桩承台93设备基础 5m内103设备基础 20m内11框架柱周长≤ 1.8m 12框架柱周长 >1.8m 13矩形柱14异形柱15圆柱16构造柱17墙（不分厚度）18剪力墙19大钢模板墙20基础梁21框架梁现浇钢筋混凝土构件钢筋含量参考表单位： t 计算A5A10A10B10合计备注单位以下以下以上以上30.150.500.6510m30.10.200.3010m30.060.390.4510m30.030.340.3710m30.190.93 1.1210m30.780.7810m30.190.400.5910m30.170.560.7310m30.140.200.3410m30.120.180.3010m30.93 1.29 2.22框架异形柱，变截面柱10m30.630.14 1.35 2.12框架异形柱，变截面柱10m30.21 1.20 1.41非框架柱10m30.22 1.10 1.32非框架柱10m30.330.97 1.2510m30.240.650.89包括马牙槎体积10m30.510.360.87包括圆形墙壁10m30.420.96 1.38包括暗梁暗柱10m30.510.430.9410m30.10 1.05 1.1510m30.33 1.63 1.96包括框架异形梁10m22矩形单梁连续梁23异形梁24圈过梁25有梁板 10 以内26有梁板 10 以内（砖混）27有梁板 10 以上28有梁板 10 以上（砖混）29无梁板30平板 10 以内31平板 10 以上32普通楼梯33楼梯（住宅）34圆形旋梯35看台及阶梯段36雨篷37阳台底板38整体阳台39天沟挑沿40悬挑梁板41栏板及扶手42地沟43小型池槽44小型构配件45框架柱接头310m310m310m310m310m310m310m310m310m310m2100m2100m2100m310m2100m2100m2100m310m310m310m310m310m310m310m0.250.05 1.10 1.40非框架矩形梁0.27 1.11 1.38非框架异形梁0.260.730.14 1.130.500.080.88 1.460.850.49 1.34仅适用于砖混结构0.920.040.39 1.350.780.32 1.10仅适用于砖混结构0.510.150.660.810.150.960.380.73 1.110.840.96 1.800.670.030.40 1.10仅适用于住宅建筑0.22 1.18 1.400.540.70 1.24包括阶梯段下水平梁0.430.59 1.021.140.73 1.87包括悬挑加劲梁0.10 1.380.73 2.20包括底板、隔板、栏板、扶手压顶0.900.900.450.90 1.35不包括外侧弯起栏板0.110.270.380.090.790.880.520.250.770.920.920.340.34序项目号1矩形桩2桩尖3矩形柱4工形柱5双肢柱6空格柱7围墙柱8T、 II 形支架9基础梁10矩形梁11异形梁12过梁13托架梁14风道梁15T 形吊车梁16鱼腹式吊车梁17拱（梯）形屋架18三角形屋架19薄腹屋架20门式刚架21天窗架非标准钢筋混泥土预制构件钢筋含量表单位： t 计算A5A10A10B10合计备注单位以下以下以上以上30.280.470.42 1.1710m30.170.20 1.77 2.1410m30.58 1.20 1.7810m30.330.830.44 1.6010m30.250.740.96 1.9510m30.190.640.96 1.7910m本表专供非标准构件计算钢筋时使用30.490.300.7910m标准设计用预制构件按图示用量另计30.100.800.9010m30.280.700.9810m30.240.410.52 1.1710m30.660.250.44 1.3510m30.210.360.110.6810m30.350.95 1.50 2.8010m30.560.260.48 1.3010m30.390.190.79 1.3710m30.870.93 1.8010m30.34 1.40 1.40 3.1410m30.550.460.89 1.9010m30.270.88 1.10 2.2510m30.410.54 1.18 2.1310m30.200.14 1.10 1.4410m22天窗上、下档，侧板23天窗端壁24挑沿天沟25槽（肋）形板26平板27地沟盖板28隔板，搁板29窗台板30架空板31楼梯踏步板32通风道33垃圾道34漏空花格35壁龛36小型池槽37零星构件38井盖板39矩形大井盖40圆形井圈310m310m310m310m10m310m310m310m310m310m32100m2100m2100m310m2100m2100m2100m310m310m0.11 1.250.46 1.820.130.440.49 1.060.580.210.790.270.170.340.780.260.290.550.510.510.190.540.730.120.90 1.020.330.170.500.190.360.550.460.310.770.950.950.490.49外围体积0.530.531.27 1.270.220.230.060.510.520.400.920.300.25 1.04 1.59带圆孔1.49 1.49。
钢筋用量统计表
356.40 81.60 81.60 280.00 9.69 46.52 177.24 502.95 12.28 110.49 285.30 8.48 224.70 141.61 89.28 104.51 19.99 12.53 9.11 5.67 356.40 81.60 81.60 280.00 9.69 46.52 177.24 502.95 12.28 110.49 285.30 8.48 224.70 141.61 89.28
92.87 55.25 5.30
1.580 0.888 1.580
146.73 49.06 8.37
7 7 7
3660 5525 1700
135.42 88.40 6.80
1.580 0.888 2.470
213.96 78.50 16.80
54 54 54
3660 5525 1700
135.42 93.93 6.80
19800 20400 20400 20000 4845 5815 7706 6706 6140 4804 3804 4238 642 1142 930 2272 1666 1566 1518 1418 19800 20400 20400 20000 4845 5815 7706 6706 6140 4804 3804 4238 642 1142 930
1.580 0.888 2.470
213.96 83.41 16.80
18 18 18
3460 5525 1700
128.02 88.40 6.80
1.580 0.888 2.470
202.27 78.50 16.80
18 18 18
1 2 3 4 4 5
码头平台边纵梁BL1 Φ25 8 Φ25 4 Φ22 5 Φ14 2 Φ14 5 Ø12 56