梁板柱配筋常用数据整理汇总

1、梁（上部/下部）一排钢筋最多根数（1）12141618202225283032361503/32/32/32/22/22/22/21803/43/33/33/33/32/32/32004/44/44/43/43/33/33/32405/55/54/54/54/44/43/42505/65/55/54/54/54/43/43006/76/76/65/65/65/54/53507/87/87/76/76/76/65/64/54008/98/97/87/86/76/75/65/64509/108/98/97/97/86/75/75/650010/119/108/107/96/86/76/75/655

2、010/119/118/107/97/86/85/760011/1210/129/118/107/97/86/765011/1310/129/118/107/97/870012/1411/139/129/118/107/975013/1511/1410/129/129/118/980012/1511/1310/129/128/1085013/1611/1411/1310/129/1190014/1712/1511/1411/139/1295015/1813/1612/1511/1410/12100015/1914/1713/1612/1510/13110017/2115/1914/1713/1

3、612/14120019/2516/2015/1914/1813/161214161820222528303236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）12345678934566.57.112.619.628.

4、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 3523705507921078 40

5、24226289051232 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 28323640615.8804.2101

6、7.91256.6 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=4.625218=5.04 or

7、 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 or 422=15.20

8、 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=21.4822325+222=22

9、.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）44.5568101214161820222570758090100180168157140126227212199177159280262245218196404377353314283718670

10、628559503112210479828737851616150814141257113121992053192417101539287226812513223420113635339331812827254544884189392734913142543050684752422438017012654561365454490911012012513014015011410510197908414513312712211410617816415715114013125723622621720218845741940238735933571465462860456152410289429058

11、708087541399128312321184110010261828167616081547143613402313212120361957181816962856261825132417224420943456316830412924271525344462409139273776350632721601701751801902007974727066639994918884801231151121091039817716616215714914131429628727926525149146244943641339270766564662859556596290688085581077

12、0125711831149111710581005159014971454141413391272196318481795174516531571237622362172211220011901306828872805272725842454250300504264537965113942011683142624523776165138046701018848125710471521126719631636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45°60&

13、#176;1 根2 根3 根4 根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.

14、1178.5357.1535.6714.2钢筋级别钢筋直径(mm)弯  起  角  度45°60°1 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

15、.5489.7653.022161.3322.6483.8645.1197.5395.0592.6790.125208.3416.5624.8833.0255.1510.1765.21020.31 根2 根3 根4 根1 根2 根3 根4 根HRB400 (级)1257.6115.2172.7230.370.5141.0211.6 282.11478.4156.7235.1313.596.0192.0288.0383.916102.4204.7307.1409.5125.4250.7376.1501.518129.6259.1388.7518.2158.7317.3476.0634.

16、720159.9319.9479.8639.8195.9391.8587.7783.622193.5387.1580.6774.1237.0474.1711.1948.125249.9499.8749.7999.6306.1612.2918.21224.3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623.847.571.395.0842.284.4126.7168.91066.0131.91

17、97.9263.91295.0  190.0285.0380.014129.3258.6387.9517.2四肢647.595.0142.5190.0884.4168.9253.3337.810131.9263.9395.8527.812190.0380.0570.0760.014258.6517.2775.81034.5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633.967.9101.8135.7860.3120.6

18、181.0241.31094.2188.5282.7377.012135.7271.4407.2542.914184.7369.5554.2738.9四肢667.9135.7203.6271.48120.6241.3361.9482.510188.5377.0565.5754.012271.4542.9814.31085.714369.5738.91108.41477.8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640.781.4

19、122.1162.9872.4114.8217.1289.510113.1226.2339.3452.412162.9325.7488.6651.414221.7443.3665.0886.7四肢681.4162.9244.3325.78114.8289.5434.3579.110226.2452.4678.6904.812325.7651.4977.21302.914443.3886.71330.01773.4配 箍 面 积2肢4肢2肢8肢810081508200101001015010200121001215012200141001415014200CAD 简化命令:L 直线DX 多线CR

20、 *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LA 图层管理CQ Ai molc 置为当前