梁箍筋面积配筋率计算用表

精选范本，供参考!梁箍筋面积配筋率计算用舒宣武编华南理工大学建筑研究院2003年7月表1.1箍筋强度为fyv=210N/mm2的梁最小箍筋面积配筋率（％）条件混凝土强度等级C15C20C25C30C35C40C45C50C55C60C65C70C75C800.30ft/fyv（一级）0.1300.1570.1810.2040.2240.2440.2570.2700.2800.2910.2990.3060.3110.3170.28ft/fyv（二级）0.1210.1470.1690.1910.2090.2280.2400.2520.2610.2720.2790.2850.2910.2960.26ft/fyv（三、四级）0.1130.1360.1570.1770.1940.2120.2230.2340.2430.2530.2590.2650.2700.2750.24ft/fyv0.1040.1260.1450.1630.1790.1950.2060.2160.2240.2330.2390.2450.2490.2542表1.2箍筋强度为fyv=300N/mm的梁最小箍筋面积配筋率（％）条件混凝土强度等级C15C20C25C30C35C40C45C50C55C60C65C70C75C800.30ft/fyv（一级）0.0910.1100.1270.1430.1570.1710.1800.1890.1960.2040.2090.2140.2180.2220.28ft/fyv（二级）0.0850.1030.1190.1330.1470.1600.1680.1760.1830.1900.1950.2000.2030.2070.26ft/fyv（三、四级）0.0790.0950.1100.1240.1360.1480.1560.1640.1700.1770.1810.1850.1890.1920.24ft/fyv0.0730.0880.1020.1140.1260.1370.1440.1510.1570.1630.1670.1710.1740.178表1.3箍筋强度为fyv』60N/mm2的梁最小箍筋面积配筋率（％）条件混凝土强度等级C15C20C25C30C35C40C45C50C55C60C65C70C75C800.30ft/fyv（一级）0.0760.0920.1060.1190.1310.1430.1500.1570.1630.1700.1740.1780.1820.1850.28ft/fyv（二级）0.0710.0860.0990.1110.1220.1330.1400.1470.1520.1590.1630.1660.1700.1730.26ft/fyv（三、四级）0.0660.0790.0920.1030.1130.1230.1300.1370.1420.1470.1510.1550.1570.1600.24ft/fyv0.0610.0730.0850.0950.1050.1140.1200.1260.1310.1360.1390.1430.1450.148表2.1梁箍筋面积配筋率（％、b=100、双肢箍）钢筋间距钢筋直径◎0①2①4①608C20305@501.1312.0113.1424.5246.1588.04210.17912.56615.20519.635@750.7541.3402.0943.0164.1055.3626.7868.37810.13713.090@1000.5651.0051.5712.2623.0794.0215.0896.2837.6039.818@1250.4520.8041.2571.8102.4633.2174.0725.0276.0827.854@1500.3770.6701.0471.5082.0532.6813.3934.1895.0686.545@2000.2830.5030.7851.1311.5392.0112.5453.1423.8014.909@2500.2260.4020.6280.9051.2321.6082.0362.5133.0413.927表2.2梁箍筋面积配筋率（％、b=150、双肢箍）钢筋间距钢筋直径取驻00①2①4①608©00205@500.7541.3402.0943.0164.1055.3626.7868.37810.13713.090@750.5030.8941.3962.0112.7373.5744.5245.5856.7588.727@1000.3770.6701.0471.5082.0532.6813.3934.1895.0686.545@1250.3020.5360.8381.2061.6422.1452.7143.3514.0555.236@1500.2510.4470.6981.0051.3681.7872.2622.7933.3794.363@2000.1880.3350.5240.7541.0261.3401.6962.0942.5343.272@2500.1510.2680.4190.6030.8211.0721.3571.6762.0272.618表2.3梁箍筋面积配筋率（％、b=180、双肢箍）钢筋间距钢筋直径C648◎0①2①4①6邨C20軒取5@500.6281.1171.7452.5133.4214.4685.6556.9818.44710.908@750.4190.7451.1641.6762.2812.9793.7704.6545.6327.272@1000.3140.5590.8731.2571.7102.2342.8273.4914.2245.454@1250.2510.4470.6981.0051.3681.7872.2622.7933.3794.363@1500.2090.3720.5820.8381.1401.4891.8852.3272.8163.636@2000.1570.2790.4360.6280.8551.1171.4141.7452.1122.727@2500.1260.2230.3490.5030.6840.8941.1311.3961.6892.182表2.4梁箍筋面积配筋率（％、b=200、双肢箍）钢筋间距钢筋直径①2①4①6◎8C20©2Q5@500.5651.0051.5712.2623.0794.0215.0896.2837.6039.818@750.3770.6701.0471.5082.0532.6813.3934.1895.0686.545@1000.2830.5030.7851.1311.5392.0112.5453.1423.8014.909@1250.2260.4020.6280.9051.2321.6082.0362.5133.0413.927@1500.1880.3350.5240.7541.0261.3401.6962.0942.5343.272@2000.1410.2510.3930.5650.7701.0051.2721.5711.9012.454@2500.1130.2010.3140.4520.6160.8041.0181.2571.5211.963表2.5梁箍筋面积配筋率（％、b=250、双肢箍）钢筋间距钢筋直径C8◎0①2①4①6◎8C20305@500.4520.8041.2571.8102.4633.2174.0725.0276.0827.854@750.3020.5360.8381.2061.6422.1452.7143.3514.0555.236@1000.2260.4020.6280.9051.2321.6082.0362.5133.0413.927@1250.1810.3220.5030.7240.9851.2871.6292.0112.4333.142@1500.1510.2680.4190.6030.8211.0721.3571.6762.0272.618@2000.1130.2010.3140.4520.6160.8041.0181.2571.5211.963@2500.0900.1610.2510.3620.4930.6430.8141.0051.2161.571表2.6梁箍筋面积配筋率（％、b=300、双肢箍）钢筋间距钢筋直径◎C800①2如4①6018©00205@500.3770.6701.0471.5082.0532.6813.3934.1895.0686.545@750.2510.4470.6981.0051.3681.7872.2622.7933.3794.363@1000.1880.3350.5240.7541.0261.3401.6962.0942.5343.272@1250.1510.2680.4190.6030.8211.0721.3571.6762.0272.618@1500.1260.2230.3490.5030.6840.8941.1311.3961.6892.182@2000.0940.1680.2620.3770.5130.6700.8481.0471.2671.636@2500.0750.1340.2090.3020.4110.5360.6790.8381.0141.309表2.7梁箍筋面积配筋率（％、b=350、双肢箍）钢筋间距钢筋直径爭①10①2①4①6①18C20◎2欝5@500.3230.5740.8981.2931.7592.2982.9083.5904.3445.610@750.2150.3830.5980.8621.1731.5321.9392.3942.8963.740@1000.1620.2870.4490.6460.8801.1491.4541.7952.1722.805@1250.1290.2300.3590.5170.7040.9191.1631.4361.7382.244@1500.1080.1910.2990.4310.5860.7660.9691.1971.4481.870@2000.0810.1440.2240.3230.4400.5740.7270.8981.0861.403@2500.0650.1150.1800.2590.3520.4600.5820.7180.8691.122表2.8梁箍筋面积配筋率（％、b=400、双肢箍）钢筋间距钢筋直径辱◎0①2①4①608C200205@500.2830.5030.7851.1311.5392.0112.5453.1423.8014.909@750.1880.3350.5240.7541.0261.3401.6962.0942.5343.272@1000.1410.2510.3930.5650.7701.0051.2721.5711.9012.454@1250.1130.2010.3140.4520.6160.8041.0181.2571.5211.963@1500.0940.1680.2620.3770.5130.6700.8481.0471.2671.636@2000.0710.1260.1960.2830.3850.5030.6360.7850.9501.227@2500.0570.1010.1570.2260.3080.4020.5090.6280.7600.982表2.9梁箍筋面积配筋率（％、b=450、双肢箍）钢筋间距钢筋直径◎◎0①2①4①608C20305@500.2510.4470.6981.0051.3681.7872.2622.7933.3794.363@750.1680.2980.4650.6700.9121.1911.5081.8622.2532.909@1000.1260.2230.3490.5030.6840.8941.1311.3961.6892.182@1250.1010.1790.2790.4020.5470.7150.9051.1171.3521.745@1500.0840.1490.2330.3350.4560.5960.7540.9311.1261.454@2000.0630.1120.1750.2510.3420.4470.5650.6980.8451.091@2500.0500.0890.1400.2010.2740.3570.4520.5590.6760.873表2.10梁箍筋面积配筋率（％、b=500、双肢箍）钢筋间距钢筋直径◎驻00①2如4①6018©0◎2©5@500.2260.4020.6280.9051.2321.6082.0362.5133.0413.927@750.1510.2680.4190.6030.8211.0721.3571.6762.0272.618@1000.1130.2010.3140.4520.6160.8041.0181.2571.5211.963@1250.0900.1610.2510.3620.4930.6430.8141.0051.2161.571@1500.0750.1340.2090.3020.4110.5360.6790.8381.0141.309@2000.0570.1010.1570.2260.3080.4020.5090.6280.7600.982@2500.0450.0800.1260.1810.2460.3220.4070.5030.6080.785【本文档内容可以自由复制内容或自由编辑修改内容期待你的好评和关注，我们将会做得更好】