梁板柱配筋常用数据(整理汇总)(共17页).docx

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1、精选优质文档-倾情为你奉上梁（上部/下部）一排钢筋最多根数（1）12141618202225283032361503/32/32/32/22/22/22/21803/43/33/33/33/32/32/32004/44/44/43/43/33/33/32405/55/54/54/54/44/43/42505/65/55/54/54/54/43/43006/76/76/65/65/65/54/53507/87/87/76/76/76/65/64/54008/98/97/87/86/76/75/65/64509/108/98/97/97/86/75/75/650010/119/108/107/96

2、/86/76/75/655010/119/118/107/97/86/85/760011/1210/129/118/107/97/86/765011/1310/129/118/107/97/870012/1411/139/129/118/107/975013/1511/1410/129/129/118/980012/1511/1310/129/128/1085013/1611/1411/1310/129/1190014/1712/1511/1411/139/1295015/1813/1612/1511/1410/12100015/1914/1713/1612/1510/13110017/211

3、5/1914/1713/1612/14120019/2516/2015/1914/1813/161214161820222528303236注：保护层厚度为25mm和主筋直径的大者。梁钢筋最大根数（2）剪力墙连梁单排钢筋最多根数梁宽b钢筋直径d（mm）161820222528322003222222504333333004444333350655544340076665544507765550088765注：面筋和底筋相同，钢筋净距按面筋。柱钢筋最大根数钢筋的计算截面面积及公称质量表直径d（mm）不同根数直径的计算截面面积（mm2）单根钢筋公称质量（kg/m）12345678934566.57

4、.112.619.628.333.214.125.139576621.237.75985100 28.350.37911313335.362.89814116642.475.4118170199 49.588.0137198232 56.5100.5157226265 63.6113.1177254299 0.05550.09860.1540.2220.26088.210121450.352.878.5113.1153.9 101106157226308 151158236339462 201211314452616 251264393565770 302317471679924 352370

5、5507921078 4024226289051232 45247570710181385 0.3950.4150.6170.8881.208 1618202225201.1254.5314.2380.1490.9402509628760982 60376394211401473 8041018125715211963 10051272157119012454 12061527188522812945 14071781219926613436 16082036251330413927 18102290282734214418 1.5781.9982.4662.9843.853 28323640

6、615.8804.21017.91256.6 1232160820362513 1847241330543770 2463321740725027 3079402150896283 3695482561077540 4310563071258796 49266434814310053 55427238916111310 4.8346.3137.9909.865 住宅类建筑梁配筋面积速查（个人整理）（SATWE结果中，小数点后小于0.1舍，大于0.1进，比如10.09会显示10，10.11则会显示11）1112=1.132116=2.013214=3.084216=4.02 or 314=4.6

7、25218=5.04 or 216+112=5.156316=6.03 or 220=6.287318=7.65 or 218+116=7.03 or 216+214=7.108216=8.04 or 218+214=8.129320=9.42 or 218+216=9.06 or 318+114=9.2010418=10.20 or 220+216=10.3211220+218=11.3212420=12.56 or 220+216=10.3213320+216=13.4414222+220=13.88 or 320+218=14.50 or 418+216=14.2215325=14.73

8、 or 422=15.20 or 520=15.70 or 618=15.3016225+220=16.08 or 322+218=16.48 or 420+216=16.5817225+222=17.40 or 320+318=17.07 or 420+218=17.64 18322+220=17.68 or 420+316=18.59 or 718=17.7819522=19.00 or 322+318=19.05 or 620=18.8420425=19.60 or 422+218=20.30 or 520+216=19.7221325+220=20.98 or 422+220=21.4

9、822325+222=22.30 or 720=21.9823622=22.8024525=24.50 or 422+320=24.622526425+220=25.8827425+222=27.2028425+320=29.02 or 625=29.402930425+322=31.00 or 525+220=30.7831每米板宽内的钢筋截面面积表 钢筋间距（mm）当钢筋直径（mm）为下列数值时的钢筋截面面积（mm2）44.556810121416182022257075809010018016815714012622721219917715928026224521819640437735

10、331428371867062855950311221047982873785161615081414125711312199205319241710153928722681251322342011363533933181282725454488418939273491314254305068475242243801701265456136545449091101201251301401501141051019790841451331271221141061781641571511401312572362262172021884574194023873593357146546286045615

11、241028942905870808754139912831232118411001026182816761608154714361340231321212036195718181696285626182513241722442094345631683041292427152534446240913927377635063272160170175180190200797472706663999491888480123115112109103981771661621571491413142962872792652514914624494364133927076656466285955659629

12、06880855810770125711831149111710581005159014971454141413391272196318481795174516531571237622362172211220011901306828872805272725842454250300504264537965113942011683142624523776165138046701018848125710471521126719631636钢筋间距44.55681012141618202225附加吊筋承受集中荷载承载力表F （kN）钢筋级别钢筋直径(mm)弯 起 角 度45601 根2 根3 根4 根

13、1 根2 根3 根4 根HPB235 (级)1233.667.2100.8134.441.182.3123.4164.51445.791.4137.2182.956.0112.0168.0224.01659.7119.4179.1238.873.1146.3219.4292.51875.6151.1226.7302.392.6185.1277.7370.22093.3186.6279.9373.2114.3228.5342.8457.122112.9225.8338.7451.6138.3276.5414.8553.125145.8291.6437.3583.1178.5357.1535.67

14、14.2钢筋级别钢筋直径(mm)弯 起 角 度45601 根2 根3 根4 根1 根2 根3 根4 根HRB335 (级)1248.096.0143.9191.958.8117.5176.3235.11465.3130.6195.9261.280.0160.0240.0320.01685.3170.6255.9341.2104.5208.9313.4417.918108.0215.9323.9431.8132.2264.5396.7528.920133.3266.6399.9533.1163.2326.5489.7653.022161.3322.6483.8645.1197.5395.0592

15、.6790.125208.3416.5624.8833.0255.1510.1765.21020.31 根2 根3 根4 根1 根2 根3 根4 根HRB400 (级)1257.6115.2172.7230.370.5141.0211.6282.11478.4156.7235.1313.596.0192.0288.0383.916102.4204.7307.1409.5125.4250.7376.1501.518129.6259.1388.7518.2158.7317.3476.0634.720159.9319.9479.8639.8195.9391.8587.7783.622193.5387

16、.1580.6774.1237.0474.1711.1948.125249.9499.8749.7999.6306.1612.2918.21224.3附加箍筋承受集中荷载承载力表F （kN）钢筋级别箍 筋箍 筋 个 数肢数直径(mm)每侧 1 个(共 2 个)每侧 2 个(共 4 个)每侧 3 个(共 6 个)每侧 4 个(共 8 个)HPB235 (级)双肢623.847.571.395.0842.284.4126.7168.91066.0131.9197.9263.91295.0 190.0285.0380.014129.3258.6387.9517.2四肢647.595.0142.519

17、0.0884.4168.9253.3337.810131.9263.9395.8527.812190.0380.0570.0760.014258.6517.2775.81034.5钢筋级别箍 筋箍 筋 个 数肢数直径(mm)每侧 1 个(共 2 个)每侧 2 个(共 4 个)每侧 3 个(共 6 个)每侧 4 个(共 8 个)HRB335 (级)双肢633.967.9101.8135.7860.3120.6181.0241.31094.2188.5282.7377.012135.7271.4407.2542.914184.7369.5554.2738.9四肢667.9135.7203.6271

18、.48120.6241.3361.9482.510188.5377.0565.5754.012271.4542.9814.31085.714369.5738.91108.41477.8钢筋级别箍 筋箍 筋 个 数肢数直径(mm)每侧 1 个(共 2 个)每侧 2 个(共 4 个)每侧 3 个(共 6 个)每侧 4 个(共 8 个)HRB400 (级)双肢640.781.4122.1162.9872.4114.8217.1289.510113.1226.2339.3452.412162.9325.7488.6651.414221.7443.3665.0886.7四肢681.4162.9244.3

19、325.78114.8289.5434.3579.110226.2452.4678.6904.812325.7651.4977.21302.914443.3886.71330.01773.4配 箍 面 积2肢4肢2肢8肢81001.00 2.01 3.01 4.02 81500.67 1.34 2.01 2.68 82000.50 1.00 1.51 2.01 101001.57 3.14 4.71 6.28 101501.05 2.09 3.14 4.19 102000.79 1.57 2.36 3.14 121002.26 4.52 6.78 9.04 121501.51 3.01 4.5

20、2 6.03 122001.13 2.26 3.39 4.52 141003.08 6.15 9.23 12.31 141502.05 4.10 6.15 8.21 142001.54 3.08 4.62 6.15 专心-专注-专业CAD 简化命令:L 直线DX 多线CR *CIRCLE 圆PE 合并成多线BO 生成多线边界J 矩形F 倒角A 圆弧Y *REVCLOUD 云线X, *EXPLODE 炸开AR, *AREA 阵列BR, *BREAK 打断BH, *BHATCH 填充HH 填充材料C, *COPY 复制EX, *EXTEND 延伸-I *INSERT 插入MT *MTEXT 多行文

21、本DC *MIRROR 镜像O *OFFSET 偏移 R *ROTATE 旋转S, *STRETCH 端点拖动SC *SCALE 比例缩放T *TRIM 修剪 （T 回车 回车：修剪全部图素 再按SHIFT 是延伸）V *MOVE 移动W *MATCHPROP 格式刷ZS 文字刷B *BLOCK 定义块（内部用）WB *WBLOCK 写 块（外部用）BE 块编辑器XB *DIMLINEAR 直线标注XXB 连续标注CB *DIMALIGNED 对齐标注VB 角度测量AA 面积查询D 长度查询XR 外部参照参本专业用Attachment(附加),其他专业用Overlay(覆盖)QC 清理无用图层

22、LA 图层管理CQ Ai molc 置为当前图层DQ Align 对齐Find 字符查找替换Fi 对象选择过滤器RE 重生成F2 文本窗口F3 对象捕捉F4 对象跟踪F8 正交CTRL+1 修改特性中心CTRL+2 =ADC *ADCENTER 设计中心CTRL+W 对象追踪CTRL+F 对象扑捉CTRL+F4 关闭当前窗口Z 窗选放大双击中键 充满显示Reinit 重新载入 再选PGPXC 剪辑：先做块 再创边界LEN de 缩短延长指定长度坐标旋转90o:UCS-Z-90-确定-Plan-确定还原正常坐标：UCS-W-Plan-确定Q1 Layiso 选层显示Q2 Layoff 选层关闭Q

23、3 Layon 全部显示Q4 Layfrz 冻结下图为03G101-1图集第34页的受拉钢筋抗震锚固长度查询表常规情况下可以通过查表直接得到锚固长度Lae，较为方便。下图为11G101-1图集第53页基本锚固长度（Lab）、基本抗震锚固长度（LabE）查询表新版图集中如需求得锚固长度La及抗震锚固长度Lae需要根据表中的基本锚固长度乘以几个系数才能求得，相比03G图集查询相对麻烦，应部分网友建议，现将直径25划分以及环氧树脂涂层带肋钢筋划分条件调整至查询表范围内，以方便有需要的朋友直接查询。表中数值均是根据GB50010-2010混凝土结构设计规范第8.3.1条之公式推导计算的，黄色部分为图集数值与计算数值不同之处，不知是图集计算错误还是图集有意如此所致，图集中此处数值为31d，环氧树脂涂层为39d，直径大于25为34d，直径大于25的环氧树脂涂层钢筋为43d（均比表中数值大1），如无需显示环氧树脂涂层钢筋，可见下表