自制板钢筋计算表(比cad自带程序好用)
钢筋工程量计算表格 图
0.000 封顶钢筋实量
2100
0
2100 0 1
0
0.000
0
0 01 0
0.000
预埋
0
0 01
0
0.000
630
630
10
0.000
预埋
50
50
1
0
0.000
1
0
0.000
0
@0
0 #### 1 ##### #DIV/0! 电渣焊
制表：钱越豪
第-4101页共8页
工程名称:
工程部位名称：
构件名称
编 规直 号 格径
#0
墙1
Q1 B 12
B 12
A# 10
10
300
A8
300
150
B 12
A# B 10 B 10
B# B 10 B 10
C# B 10 B 10
D# B 10 B 10
E# B 10 B 10
F# B 10 B 10
G# B 10 B 10
弧长公式
底
16
底
16
底筋 C 25 底筋 C 25
工程名称:
工程部位名称：
构件名称
编 规直 号 格径
C 22
面筋 C 12
架立 B 14
搭接 架立 12
腰筋
架筋
面筋
面筋 20
现用梁
G N
LL
适用于主楼范围
腰筋 B 0 腰筋 B 底筋 C 面筋 C 底筋 C 面筋 C 底筋 C 面筋 C 底筋 C 面筋 C 底筋 C 面筋 C 底筋 C 面筋 C 底筋 C 面筋 C 底筋 C 面筋 C 底筋 C
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。
自编钢筋计算表格
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。
鲁班算量设计者自制自用的EXCEL表格和钢筋算量软件自动计算表
(1.5-0.1)/0.2+1
(2.8-0.5)/0.2+1 (2.8-0.5)/0.2+1 ((2.80.1)/0.4+1)*((1.50.1)/1+1) 8 2 (1.5-0.1)/0.2+1 (1.5-0.1)/0.4+1
第 2 页，共 45 页
钢筋计算表
工程名称：****15＃楼
序 号
名称
1 2 a6.5 200-25*2+12.5*d
1 2 b16 2200-25*2+15*d*2
1 2 b14 2200-25*2
1 2 a8 2*(200+400)-25*8+24*d
1 2 a8 200-25*2+12.5*d
15
1/d/20- 0-
22
5.8
1
2
1 2 b14 2800
1 2 b14 2800
工程名称：****15＃楼
序 号
名称
构件 编号
同层 件数
层数
规 格
1 剪力墙
11
钢筋计算表
长度计算(mm)
根数计算
工程部 位： 钢筋长度
(m)
剪力墙暗柱
单件 根数
重量 kg
0.0
2
1/d-b
05.8
1
2
1 2 b14 2800
0.0 (3-0.1)/0.2+1
1 2 b14 2800
(3-0.1)/0.2+1
(2.8-0.5)/0.2+1 (2.8-0.5)/0.2+1 ((2.80.1)/0.4+1)*((1.50.1)/1+1) 8 2 (1.5-0.1)/0.2+1 (1.5-0.1)/0.4+1
钢筋计算表及计算式
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）。
板钢筋计算公式图解
练习
1、请画负筋并计算其长度和根数 2、用软件计算并进行对量
1、单跨接150mm 方式二：分布筋长度＝轴线长度 方式三：分布筋长度＝按照负筋布置范围计算
1、单跨板钢筋的计算
端支座负筋的分布筋根数计算
方式一：分布筋根数＝负筋板内净长÷分布筋间距 方式二：分布筋根数＝负筋板内净长÷分布筋间距＋1
伸进长度＝max(板厚,120)
1、单跨板钢筋的计算
板底钢筋的支座－伸进长度其它情况
伸进长度＝max(≥12d且≥梁（或墙）宽/2 ) 伸进长度≥La（锚固长度） 伸进长度＝过墙（或梁）中线＋5d 伸进长度＝梁（或墙）宽－保护层 伸进长度＝到墙（或梁）的中线
1、单跨板钢筋的计算
板底钢筋根数计算
第一根钢筋距梁或墙边50mm 第一根钢筋距梁或墙边一个保护层 第一根钢筋距梁角筋为1/2板筋间距
1、单跨板底筋布置示意图
50
练习
1、请画板及其底筋并计算其长度和根数 2、用软件计算板底钢筋并与手工对量
1、单跨板钢筋的计算
板负筋长度的计算04G101-4 P30
负筋长度＝锚入长度+弯勾＋板内净尺寸＋弯折长度
带栏板的阳台板
9、其它形式板钢筋计算
梁板式阳台
9、其它形式板钢筋计算
纯悬挑阳台
9、其它形式板钢筋计算
雨蓬板
9、其它形式板钢筋计算
挑檐
9、其它形式板钢筋计算
挑檐04G101-4P27
★软件重点功能
1、自动布置最小板 2、跨板钢筋的布置 3、平行边布置受力筋 4、XY方向布置受力筋 5、按弧线布置放射筋 6、查看板的布筋范围 7、查看受力筋布置情况 8、查看板内钢筋
面筋长度=弯勾+锚固长度+挑板净宽-保 护层+(板厚-保护层*2+5d)
手工板钢筋计算公式带祥图
Thank You!
左边支座处加密箍筋根数＝（左支座宽-保护层）/加密间距+1 右边支座处加密箍筋根数＝（右支座宽－保护层）/加密间距+1 中间支座处加密箍筋根数＝支座宽/加密间距+1 柱边加密箍筋根数＝（1.5梁高-50）/加密间距+1 非加密箍筋根数＝（净跨-左右加密区）/非加密间距-1
基础梁主筋（梁外伸）
上部第一排贯通筋长度＝总外边长-保护层*2+12d*2
基础梁箍筋根数（梁外伸）
左边支座处加密箍筋根数＝（L+1/2Hc-保护层）/加密间距+1
右边支座处加密箍筋根数＝（L+1/2Hc-保护层）/加密间距+1 中间支座处加密箍筋根数＝支座宽/加密间距+1 柱边加密箍筋根数＝（1.5梁高-50）/加密间距+1 非加密箍筋根数＝（净跨-左右加密区）/非加密间距-1
板中负筋分布筋
分布筋长度计算同前 根数＝布筋范围1÷间距（向上取整）＋布筋范围2÷ 间距（向上取整）
三跨板
底筋长度＝总净跨＋伸进长度×2＋弯勾×2+搭接长 度*搭接个数
悬 挑 板异形板板开洞板中开圆形洞阳台
阳台
挑檐
附加钢筋
附加钢筋（角部的附加放射筋，洞口附加钢 筋）（双层钢筋时支撑上下层）：附加钢筋 长度=设计标示长度+左弯折+右弯折【板厚保护层】（注：角部放射筋长度有时长度是 从角部向两边逐步递减的）
基础梁主筋（梁不外伸）
下部非贯通筋长度（边跨）＝max（1/3 Lo，a）+（左支座-保护层）+（h-保护层*2）/2 或15d（上部无连接时候） Lo取柱相邻两跨较大值。a=1.2La+Hb+0.5Hc 下部非贯通筋（中间跨）＝ max（1/3 Lo左， 1/3 Lo右）*2
钢筋计算样表(自制样表)
钢筋根数
单个构件 合计根数 （条） （m）
长度
单根长度 （m）
简图
备注
-17.86 -17.47 -40.99 -9.20
（mm） 根数(条)
纵筋 纵筋 箍筋 纵筋
-1 -1 -1 -1
18 16 8 6.5 28 23
4 4
-4 -4 -28 -23
4.46 4.37 1.46 0.40
KZ2
纵筋 箍筋 拉筋 11 11 11 16 8 6.5 8 75 78 88 820 853 12.48 1.46 0.40 1098.59 1199.75 342.71
KL8
底筋 底筋 底筋 底筋 面筋 负筋 负筋 箍筋 1 1 1 1 1 1 1 1 20 20 16 16 14 14 14 8 2 2 2 2 2 6 4 103 2 2 2 2 2 6 4 103 6.8 5.6 6.56 5.36 23.54 4.4 3.4 1.34 13.60 11.20 13.12 10.72 47.09 26.40 13.60 138.70
L1
底筋 面筋 箍筋 1 1 1 14 14 8 2 2 11 2 2 11 0.94 3 3 6.00 6.00 10.67
L2
底筋 面筋 负筋 箍筋 1 1 1 1 18 14 14 8 2 2 2 47 2 2 2 47 10.44 10.2 4.24 1.14 20.88 20.40 8.48 54.11
2 4 148 16
2 4 148 16
4.2 3.4 1.54 1.14
KL8
底筋 底筋 底筋 底筋(挑梁) 面筋 负筋 负筋 负筋 负筋(挑梁) 负筋(挑梁) 箍筋 箍筋 1 1 1 1 1 1 1 1 1 1 1 1 18 16 20 14 16 16 16 16 16 16 8 8 3 3 6 2 2 1 6 2 2 2 148 16 3 3 6 2 2 1 6 2 2 2 148 16 5.64 5.52 6.96 1.92 24.28 2.48 4.4 3.4 4.2 3.4 1.54 1.14 16.92 16.56 41.76 3.84 48.55 2.48 26.40 6.80 8.40 6.80 228.51 18.30
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
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。
超实用自编钢筋计算表格
0.000
0.000 0.000
0.000
机械接头个数
电渣压力焊接头合 计
0
0.000
0.000
0
0.000
0.000
0
0.000
0.000
0
0.000
0.000
0
0.000
0.000
0
0.000
0.000
0
0.000
0.000
0
0.000
重要提示：此表作为统一有效的计量格式及文件，编制方应按施工大致顺序如实填写。 编制单位：
钢筋重量 合计
机械接 头数目
合计
0.000
0
0.000
0.000
0
0.000
0.000
0
0.000
0.000
本页工程量小计 位：kg）
（单 φ10mm以内
0 0.000 0.000
0
0.000 0.000
0.000 0.000
0.000
0.000 0.000
0.000
机械接头个数
电渣压力焊接头合 计
0.000 0.000
0.000
机械接头个数
电渣压力焊接头合 计
0
0.000
0.000
0
0.000
0.000
0
0.000
重要提示：此表作为统一有效的计量格式及文件，编制方应按施工大致顺序如实填写。 编制单位：
0.000
编制人签字：
构 钢筋
序 图纸依据 构件名称 件 编号 单件钢 钢筋
号 及编号
及编号
0.000
0
0.000
重要提示：此表作为统一有效的计量格式及文件，编制方应按施工大致顺序如实填写。 编制单位：
钢筋自动计算表格
钢筋部位:钢筋等级:抗震等级:箍筋间距:000000000000000000000000000000000抗震等级混凝土标号锚固长度（倍钢筋规格钢筋等级构件外长左支座（箍右支座（箍箍筋间距说明:序号构件名称钢筋部位构件数量工程名称：楼层（标高）：SD上部端支锚筋;SZ上部中锚筋;DD下部端支锚筋;DZ下部中锚筋;G箍筋;L拉排中支座;V吊筋;N抗扭筋;Z腰筋;DTS1独立挑梁1排上筋;DTS2独立挑梁2排上筋;TLD挑梁底筋1为PHB235(1级普通钢);2为HRB335(2级普通钢);3为HRB400(3级普通钢)12为1,2级抗震要求;3为3级抗震要求;4为4级以上抗震要求X,Y00表示XOO/Y000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0左锚（倍d）左弯锚长度左直锚长度净长右弯锚长右直锚长度右锚（倍d）图示数量计算数量1.2000000001.2000000001.2000000001.2000000001.2000000001.2000000001.2000000001.2000000001.2000000001.2000000001.2000000001.2000000001.2000000001.2000000001.2000000001.2000000001.2000000001.2000000001.2000000001.2000000001.2000000001.2000000001.2000000001.2000000001.2000000001.2000000001.2000000001.2000000001.2000000001.2000000001.2000000001.2000000001.200000000搭接长度（倍构件图形尺寸钢筋根数筋;L拉筋;BF1一排边支锚支座;BF2二排边支锚支座;ZF1一排中支座ZF2二独立挑梁2排上筋;TLD挑梁底筋;DMJ端锚架立筋;JL架立筋;JLZ上部有通长筋的钢)1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.2000000001.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.2000000001.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.2000000001.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.2000000001.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.2000000001.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.2000000001.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.2000000001.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.2000000001.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.2000000001.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.2000000001.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.2000000001.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.2000000001.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.2000000001.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.2000000001.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.2000000001.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000 1.200000000￠6.5￠8￠10000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000总长度理论重量钢筋重量搭接头数量搭接重量钢筋总数下料长度0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 00000000000000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 00000000000000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 00000000000000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 00000000000000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 00000000000000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 00000000000000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 00000000000000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 00000000000000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 00000000000000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 00000000000000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 00000000000000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 00000000000000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 00000000000000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 00000000000000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000。
板的配筋计算表
板的配筋计算表包含以下内容：
1.板跨度：列出板的长度和宽度，以确定板的跨度。
2.板厚：列出板的厚度，以确定板的承载能力。
3.荷载类型：列出作用于板上的荷载类型，如恒载、活载、雪载等。
4.配筋类型：列出所需的钢筋类型，如直径、间距、排列方式等。
5.计算结果：根据板的跨度、厚度、荷载类型和配筋类型进行计算，得出所需
的配筋量。
6.备注：对特殊情况进行说明，如采用特殊的材料、施工方法等。
通过这张表格，可以方便地了解板的配筋情况，并为施工提供详细的指导。
此外，还可以根据实际情况对表格进行调整和修改，以满足不同工程的需求。
需要注意的是，板的配筋计算需要考虑到多种因素，包括板的跨度、厚度、荷载类型和材料性能等。
因此，在进行配筋计算时，应该综合考虑这些因素，以确保计算结果的准确性和可靠性。
同时，还需要注意遵守相关规范和标准，以确保工程的安全和质量。
超实用自编钢筋计算表格
本页工程量小计 位：kg）
（单 φ10mm以内
0 0.000 0.000
0
0.000 0.000
0.000 0.000
0.000
0.000 0.000
0.000
机械接头个数
电渣压力焊接头合 计
0
0.000
000
0
0.000
0.000
0
0.000
0.000
0
0.000
0.000
钢筋重量 合计
机械接 头数目
合计
0.000
本页工程量小计 位：kg）
（单 φ10mm以内
0 0.000 0.000
0
0.000 0.000
0.000 0.000
0.000
0.000 0.000
0.000
机械接头个数
电渣压力焊接头合 计
0
0.000
0.000
0
0.000
0.000
0
0.000
0.000
0
0.000
0.000
0
0.000
0.000
0
0.000
0.000
0
0.000
0.000
0
0.000
0.000
0
0.000
重要提示：此表作为统一有效的计量格式及文件，编制方应按施工大致顺序如实填写。 编制单位：
0.000
编制人签字：
构 钢筋
序 图纸依据 构件名称 件 编号 单件钢 钢筋
号 及编号
及编号
号 及编号
及编号
数 目
及规 筋根数 总根数 单根钢筋公
格
斤数
钢筋大样示意图