自制板钢筋计算表(比cad自带程序好用)

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。

受力筋轴线尺寸左锚固右锚固两端弯钩两端弯钩计算结果
轴线长度扣减值布筋间距计算结果
11
负筋左弯折右弯折计算结果
布筋范围扣减值布筋间距计算结果
11
分布筋计算结果
负筋的直段长度分布筋间
距计算结果
1
计算结果负筋直段长度负筋根数＝（布筋范围-扣减值）/布筋间距＋1
分布筋长度=负筋布置范围长度-负筋扣减值
板
受力筋长度=轴线尺寸+左锚固+右锚固+两端弯钩（如果是Ⅰ级筋）
根数＝（轴线长度-扣减值）/布筋间距＋1
负筋长度=负筋长度+左弯折+右弯折
负筋分布筋根数=负筋的直段长度/分布筋间距+1
1根据实际情况直接计算钢筋的长度、根数即可附加钢筋负筋布置范围长度负筋扣减值。

钢筋工程量计算表工程名称年月日共页第页做好预算-钢筋计算公式!!!一、梁（1）框架梁一、首跨钢筋的计算1、上部贯通筋上部贯通筋（上通长筋1）长度＝通跨净跨长＋首尾端支座锚固值2、端支座负筋端支座负筋长度：第一排为Ln/3＋端支座锚固值；第二排为Ln/4＋端支座锚固值3、下部钢筋下部钢筋长度＝净跨长＋左右支座锚固值以上三类钢筋中均涉及到支座锚固问题，那么总结一下以上三类钢筋的支座锚固判断问题：支座宽≥Lae且≥0.5Hc＋5d，为直锚，取Max{Lae，0.5Hc＋5d }。

钢筋的端支座锚固值＝支座宽≤Lae或≤0.5Hc＋5d，为弯锚，取Max{Lae，支座宽度-保护层+15d }。

钢筋的中间支座锚固值＝Max{Lae，0.5Hc＋5d }4、腰筋构造钢筋：构造钢筋长度＝净跨长＋2×15d抗扭钢筋：算法同贯通钢筋5、拉筋拉筋长度＝（梁宽－2×保护层）＋2×11.9d（抗震弯钩值）＋2d拉筋根数：如果我们没有在平法输入中给定拉筋的布筋间距，那么拉筋的根数＝（箍筋根数/2）×（构造筋根数/2）；如果给定了拉筋的布筋间距，那么拉筋的根数＝布筋长度/布筋间距。

6、箍筋箍筋长度＝（梁宽－2×保护层＋梁高-2×保护层）*2＋2×11.9d＋8d箍筋根数＝（加密区长度/加密区间距+1）×2＋（非加密区长度/非加密区间距－1）+1注意：因为构件扣减保护层时，都是扣至纵筋的外皮，那么，我们可以发现，拉筋和箍筋在每个保护层处均被多扣掉了直径值；并且我们在预算中计算钢筋长度时，都是按照外皮计算的，所以软件自动会将多扣掉的长度在补充回来，由此，拉筋计算时增加了2d，箍筋计算时增加了8d。

7、吊筋吊筋长度＝2*锚固（20d）+2*斜段长度+次梁宽度+2*50，其中框梁高度>800mm 夹角=60°≤800mm夹角=45°二、中间跨钢筋的计算1、中间支座负筋中间支座负筋：第一排为：Ln/3＋中间支座值＋Ln/3；第二排为：Ln/4＋中间支座值＋Ln/4注意：当中间跨两端的支座负筋延伸长度之和≥该跨的净跨长时，其钢筋长度：第一排为：该跨净跨长＋（Ln/3＋前中间支座值）＋（Ln/3＋后中间支座值）；第二排为：该跨净跨长＋（Ln/4＋前中间支座值）＋（Ln/4＋后中间支座值）。

⾃建房钢筋算量不求⼈，记住各部位钢筋计算公式，⾃⼰也能做预算钢筋重量=钢筋长度*根数*理论重量钢筋长度=净长+节点锚固+搭接+弯钩（⼀级抗震）理论重量=0.00617*钢筋直径*钢筋直径（即kg/m）下⾯是钢筋长度计算公式，请记住。

框架柱钢筋公式基础层：基础插筋长度=基础层层⾼-保护层+基础弯折a+基础纵筋外露长度HN/3+与上层纵筋搭接长度LLE（如焊接时，搭接长度为0）⾸层：柱纵筋长度=⾸层层⾼-⾸层净⾼HN/3+max(⼆层净⾼HN/6，500，柱截⾯边长尺⼨（圆柱直径）)+与⼆层纵筋搭接的长度LLE（如焊接时，搭接长度为0）中间层：柱纵筋长度=⼆层层⾼-max(⼆层层⾼HN/6，500，柱截⾯尺⼨（圆柱直径）)+max（三层层⾼HN/6，500，柱截⾯尺⼨（圆柱直径））+与三层搭接LLE（如焊接时，搭接长度为0）顶层边柱：外侧钢筋长度=顶层层⾼－max（本层楼层净⾼HN/6，500，柱截⾯长边尺⼨（圆柱直径））－梁⾼+1.5LAE顶层边柱：内侧钢筋长度=顶层层⾼－max(本层楼层净⾼ＨＮ/6，500，柱截⾯长边尺⼨（圆柱直径）)-梁⾼+LAE顶层中柱：纵筋长度=顶层层⾼-max（本层楼层净⾼Hn/6，500，柱截⾯长边尺⼨（圆柱直径））-梁⾼+锚固其中锚固长度取值：当柱纵筋伸⼊梁内的直径长〈LAE时，则使⽤弯锚，柱纵筋伸⾄柱顶后弯折12d，锚固长度=梁⾼-保护层+12d；当柱纵筋伸⼊梁内的直径长〉=LAE时，则使⽤直锚：柱纵筋伸⾄柱顶后截断，锚固长度=梁⾼-保护层，框架梁钢筋公式上、下部通长筋长度＝净跨长+左⽀座锚固+右⽀座锚固当hc-保护层(直锚长度)>=LaE时，取Max(LaE ,0.5hc＋5d)当hc-保护层(直锚长度) <>算法1：hc-保护层＋15d算法2：取0.4LaE＋15d算法3：取Max(LaE ,hc-保护层＋15d)算法4：取Max(LaE ,0.4LaE＋15d)左、右⽀座负筋：第⼀排长度=左或右⽀座锚固+净跨长/3第⼆排长度=左或右⽀座锚固+净跨长/4中间⽀座负筋长度上排长度=2*净跨长/3+⽀座宽下排长度=2*净跨长/4+⽀座宽注：净跨长为左右较长的跨架⽴筋长度＝净跨-左负筋伸⼊长度-右负筋伸⼊长度+ 150*2注：当贯通筋和架⽴筋同时存在时，搭接值取150MM。