梁板柱配筋常用數(shù)據(jù)整理匯總

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

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：保護(hù)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?jiǎn)闻配摻钭疃喔鶖?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(jì)算截面面積及公稱質(zhì)量表直徑d（mm）不同根數(shù)直徑的計(jì)算截面面積（mm2）單根鋼筋公稱質(zhì)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 住宅類建筑梁配筋面積速查（個(gè)人整理）（SATWE結(jié)果中，小數(shù)點(diǎn)后小于0.1舍，大于0.1進(jìn)，比如10.09會(huì)顯示10，10.11則會(huì)顯示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每米板寬內(nèi)的鋼筋截面面積表 鋼筋間距（mm）當(dāng)鋼筋直徑（mm）為下列數(shù)值時(shí)的鋼筋截面面積（mm2）44.5568101214161820222570758090100180168157140126227212199177159280262245218196404377353314283718670

10、628559503112210479828737851616150814141257113121992053192417101539287226812513223420113635339331812827254544884189392734913142543050684752422438017012654561365454490911012012513014015011410510197908414513312712211410617816415715114013125723622621720218845741940238735933571465462860456152410289429058

11、708087541399128312321184110010261828167616081547143613402313212120361957181816962856261825132417224420943456316830412924271525344462409139273776350632721601701751801902007974727066639994918884801231151121091039817716616215714914131429628727926525149146244943641339270766564662859556596290688085581077

12、0125711831149111710581005159014971454141413391272196318481795174516531571237622362172211220011901306828872805272725842454250300504264537965113942011683142624523776165138046701018848125710471521126719631636鋼筋間距44.55681012141618202225附加吊筋承受集中荷載承載力表F （kN）鋼筋級(jí)別鋼筋直徑(mm)彎  起  角  度45°60&

13、#176;1 根2 根3 根4 根1 根2 根3 根4 根HPB235 (級(jí))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鋼筋級(jí)別鋼筋直徑(mm)彎  起  角  度45°60°1 根2 根3 根4 根1 根2 根3 根4 根HRB335 (級(jí))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 (級(jí))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載承載力表F （kN）鋼筋級(jí)別箍 筋箍  筋  個(gè)  數(shù)肢數(shù)直徑(mm)每側(cè) 1 個(gè)(共 2 個(gè))每側(cè) 2 個(gè)(共 4 個(gè))每側(cè) 3 個(gè)(共 6 個(gè))每側(cè) 4 個(gè)(共 8 個(gè))HPB235 (級(jí))雙肢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鋼筋級(jí)別箍 筋箍  筋  個(gè)  數(shù)肢數(shù)直徑(mm)每側(cè) 1 個(gè)(共 2 個(gè))每側(cè) 2 個(gè)(共 4 個(gè))每側(cè) 3 個(gè)(共 6 個(gè))每側(cè) 4 個(gè)(共 8 個(gè))HRB335 (級(jí))雙肢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鋼筋級(jí)別箍 筋箍  筋  個(gè)  數(shù)肢數(shù)直徑(mm)每側(cè) 1 個(gè)(共 2 個(gè))每側(cè) 2 個(gè)(共 4 個(gè))每側(cè) 3 個(gè)(共 6 個(gè))每側(cè) 4 個(gè)(共 8 個(gè))HRB400 (級(jí))雙肢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 積2肢4肢2肢8肢810081508200101001015010200121001215012200141001415014200CAD 簡(jiǎn)化命令:L 直線DX 多線CR

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