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1、箍筋配筋表As/m?（cm2/m×10）雙肢四肢六肢Φ6Φ8Φ10Φ12Φ6Φ8Φ10Φ12Φ6Φ8Φ10Φ12@1005.710.115.722.611.320.231.445.217.030.347.167.8@1105.189.1814.2720.5510.418.3628.5541.0915.5427.5442.8161.64@1204.758.4213.0818.839.516.8326.1737.6714.225.2439.2456.50@1304.387.7712.0817.388.7715.5424.1534.7713.1423.3136.2
2、252.14@1404.077.2111.2116.148.1414.4322.4332.2912.2121.6333.6348.42@1503.86.7310.4715.077.613.4720.9330.1311.420.2031.4045.20@1603.566.319.8114.137.1312.6319.6328.2510.6818.9329.4342.38@1703.355.949.2413.296.7111.8818.4726.5910.0517.8227.7039.87@1803.175.618.7212.566.3311.2217.4425
3、.119.4916.8326.1637.66@1903.05.328.2611.896.010.6316.5323.799.015.9424.7835.67@2002.855.057.8511.35.710.115.722.68.5515.1523.5533.90每米板寬內(nèi)各種鋼筋間距的鋼筋截面面積(mm2)表間距（mm）707580859095100110120125130140150直徑（mm）64043773543333142982832572362262182021896/856152449146243741439335732731430228126
4、287196716295925595295034574194023873593358/10920859805758716678644585537515495460429101121104798192487282678571465462860456152310/12136912771198112710641008958871798766737684639121616150814141331125711901131102894290587080875412/14190717801669157114831405133512141113106810279548901
5、42199205219241811171016201539139912831231118410991026162871268025122365223521182011183016771609154714361341間距（mm）160170180190200220240250260280300320直徑（mm）617716615714914112911811310910194886/824623121820719617916415715114013112383142962792652512292102011931801681578/10403379358339
6、3222932682582482302152011049146243641339335732731430228026224510/125995645325044794353993833693423192991270766562859556551447145243540437735312/14834785742703668607556534513477445417149629058558107707006416165925505134811612571183111710591005914838805774718671628鋼筋的截面面積,質(zhì)量和排成一行時(shí)梁的最
7、小寬度b直徑(mm)截面面積×100(mm2)及鋼筋排列成一排時(shí)的最小寬度(mm)一根As二根As三根四根五根六根七根八根九根AsbAsbAsbAsbAsbAsAs412.625.137.750.262.875.487.9100.5113519.639597998118138157177628.35785113142170198226255850.31011512012523023524024531078.515723631439347155062870712113.1226339452565678791904101714153.93084616157699
8、2310771230138716201.140260
