梁板柱配筋常用數(shù)據(jù)(整理匯總)

1、精選優(yōu)質文檔-傾情為你奉上精選優(yōu)質文檔-傾情為你奉上專心-專注-專業(yè)專心-專注-專業(yè)精選優(yōu)質文檔-傾情為你奉上專心-專注-專業(yè)梁（上部/下部）一排鋼筋最多根數(shù)（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

2、/64509/108/98/97/97/86/75/75/650010/119/108/107/96/86/76/75/655010/119/118/107/97/86/85/760011/1210/129/118/107/97/86/765011/1310/129/118/107/97/870012/1411/139/129/118/107/975013/1511/1410/129/129/118/980012/1511/1310/129/128/1085013/1611/1411/1310/129/1190014/1712/1511/1411/139/1295015/1813/1612/1

3、511/1410/12100015/1914/1713/1612/1510/13110017/2115/1914/1713/1612/14120019/2516/2015/1914/1813/161214161820222528303236注：保護層厚度為25mm和主筋直徑的大者。梁鋼筋最大根數(shù)（2）剪力墻連梁單排鋼筋最多根數(shù)梁寬b鋼筋直徑d（mm）161820222528322003222222504333333004444333350655544340076665544507765550088765注：面筋和底筋相同，鋼筋凈距按面筋。柱鋼筋最大根數(shù)鋼筋的計算截面面積及公稱質量表直徑d（mm

4、）不同根數(shù)直徑的計算截面面積（mm2）單根鋼筋公稱質量（kg/m）12345678934566.57.112.619.628.333.214.125.139576621.237.75985100 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 2012

5、11314452616 251264393565770 302317471679924 3523705507921078 4024226289051232 45247570710181385 0.3950.4150.6170.8881.208 1618202225201.1254.5314.2380.1490.9402509628760982 60376394211401473 8041018125715211963 10051272157119012454 12061527188522812945 14071781219926613436 16082036251330413927 18102

6、290282734214418 1.5781.9982.4662.9843.853 28323640615.8804.21017.91256.6 1232160820362513 1847241330543770 2463321740725027 3079402150896283 3695482561077540 4310563071258796 49266434814310053 55427238916111310 4.8346.3137.9909.865 住宅類建筑梁配筋面積速查（個人整理）（SATWE結果中，小數(shù)點后小于0.1舍，大于0.1進，比如10.09會顯示10，10.11則會顯示

7、11）1112=1.132116=2.013214=3.084216=4.02 or 314=4.625218=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=

8、13.88 or 320+218=14.50 or 418+216=14.2215325=14.73 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.

9、30 or 520+216=19.7221325+220=20.98 or 422+220=21.4822325+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每米板寬內的鋼筋截面面積表 鋼筋間距（mm）當鋼筋直徑（mm）為下列數(shù)值時的鋼筋截面面積（mm2）44.5568101214161820222570758090100180

10、168157140126227212199177159280262245218196404377353314283718670628559503112210479828737851616150814141257113121992053192417101539287226812513223420113635339331812827254544884189392734913142543050684752422438017012654561365454490911012012513014015011410510197908414513312712211410617816415715114013125

11、723622621720218845741940238735933571465462860456152410289429058708087541399128312321184110010261828167616081547143613402313212120361957181816962856261825132417224420943456316830412924271525344462409139273776350632721601701751801902007974727066639994918884801231151121091039817716616215714914131429628

12、7279265251491462449436413392707665646628595565962906880855810770125711831149111710581005159014971454141413391272196318481795174516531571237622362172211220011901306828872805272725842454250300504264537965113942011683142624523776165138046701018848125710471521126719631636鋼筋間距44.55681012141618202225附加吊筋承

13、受集中荷載承載力表F （kN）鋼筋級別鋼筋直徑(mm)彎 起 角 度45601 根2 根3 根4 根1 根2 根3 根4 根HPB235 (級)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

14、.5414.8553.125145.8291.6437.3583.1178.5357.1535.6714.2鋼筋級別鋼筋直徑(mm)彎 起 角 度45601 根2 根3 根4 根1 根2 根3 根4 根HRB335 (級)1248.096.0143.9191.958.8117.5176.3235.11465.3130.6195.9261.280.0160.0240.0320.01685.3170.6255.9341.2104.5208.9313.4417.918108.0215.9323.9431.8132.2264.5396.7528.920133.3266.6399.9533.1163.2

15、326.5489.7653.022161.3322.6483.8645.1197.5395.0592.6790.125208.3416.5624.8833.0255.1510.1765.21020.31 根2 根3 根4 根1 根2 根3 根4 根HRB400 (級)1257.6115.2172.7230.370.5141.0211.6282.11478.4156.7235.1313.596.0192.0288.0383.916102.4204.7307.1409.5125.4250.7376.1501.518129.6259.1388.7518.2158.7317.3476.0634.720

16、159.9319.9479.8639.8195.9391.8587.7783.622193.5387.1580.6774.1237.0474.1711.1948.125249.9499.8749.7999.6306.1612.2918.21224.3附加箍筋承受集中荷載承載力表F （kN）鋼筋級別箍 筋箍 筋 個 數(shù)肢數(shù)直徑(mm)每側 1 個(共 2 個)每側 2 個(共 4 個)每側 3 個(共 6 個)每側 4 個(共 8 個)HPB235 (級)雙肢623.847.571.395.0842.284.4126.7168.91066.0131.9197.9263.91295.0 190.0

17、285.0380.014129.3258.6387.9517.2四肢647.595.0142.5190.0884.4168.9253.3337.810131.9263.9395.8527.812190.0380.0570.0760.014258.6517.2775.81034.5鋼筋級別箍 筋箍 筋 個 數(shù)肢數(shù)直徑(mm)每側 1 個(共 2 個)每側 2 個(共 4 個)每側 3 個(共 6 個)每側 4 個(共 8 個)HRB335 (級)雙肢633.967.9101.8135.7860.3120.6181.0241.31094.2188.5282.7377.012135.7271.440

18、7.2542.914184.7369.5554.2738.9四肢667.9135.7203.6271.48120.6241.3361.9482.510188.5377.0565.5754.012271.4542.9814.31085.714369.5738.91108.41477.8鋼筋級別箍 筋箍 筋 個 數(shù)肢數(shù)直徑(mm)每側 1 個(共 2 個)每側 2 個(共 4 個)每側 3 個(共 6 個)每側 4 個(共 8 個)HRB400 (級)雙肢640.781.4122.1162.9872.4114.8217.1289.510113.1226.2339.3452.412162.9325.

19、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 積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 2.3

20、6 3.14 121002.26 4.52 6.78 9.04 121501.51 3.01 4.52 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 CAD 簡化命令:L 直線DX 多線CR *CIRCLE 圓PE 合并成多線BO 生成多線邊界J 矩形F 倒角A 圓弧Y *REVCLOUD 云線X, *EXPLODE 炸開AR, *AREA 陣列BR, *BREAK 打斷BH, *BHATCH 填充HH 填充材料C, *COPY

21、復制EX, *EXTEND 延伸-I *INSERT 插入MT *MTEXT 多行文本DC *MIRROR 鏡像O *OFFSET 偏移 R *ROTATE 旋轉S, *STRETCH 端點拖動SC *SCALE 比例縮放T *TRIM 修剪 （T 回車 回車：修剪全部圖素 再按SHIFT 是延伸）V *MOVE 移動W *MATCHPROP 格式刷ZS 文字刷B *BLOCK 定義塊（內部用）WB *WBLOCK 寫 塊（外部用）BE 塊編輯器XB *DIMLINEAR 直線標注XXB 連續(xù)標注CB *DIMALIGNED 對齊標注VB 角度測量AA 面積查詢D 長度查詢XR 外部參照參本專業(yè)用Attachment(附加),其他專業(yè)用Overlay(覆蓋)QC 清理無用圖層LA 圖層管理CQ