二三级墙柱配箍率统计水平筋替代箍筋比例换算

,,,,箍筋直径2,长度,,,,,,,,,,,

,,,,78.5,0,,,,,,,,,,,

核心区面积,替代的水平筋,长度,总长度,箍筋直径1,Pv,Pv1,比值,,,,,,,,,

337500,133,0,5100,50.3,0.846177778,0.182962963,0.216222841,,,,,,,,,

,95,1300,,,,,,,,,,,,,,

,,,,,,,,,,,,,,柱子,主梁,次梁

框架柱,,轴压比,0.4,0.5,0.6,0.7,0.8,0.9,,,,,截面,150*150*5,250*150*5,80*80*3

砼标号,强度,配箍特征值,0.09,0.11,0.13,0.15,0.17,0.19,,,,,单位（m）,3.6*4,5*6+5.5*2,5.5*4

C30,14.3,,,,,,,,,,,,单位重量（kg/m）,22.77,30.62,7.25

C35,16.7,,,,0.60%,0.70%,0.79%,0.88%,0.56%,0.93%,,,,327.89,1255.42,159.50

C40,19.1,,,,0.69%,0.80%,0.90%,1.01%,0.64%,1.06%,,,总重量(kg)：,1742.81,,

C45,21.1,,,0.64%,0.76%,0.88%,1.00%,1.11%,0.70%,1.17%,,,荷重（kN）,17.08,,

C50,23.1,,,0.71%,0.83%,0.96%,1.09%,1.22%,0.77%,1.28%,,,,,,

C55,25.3,,0.63%,0.77%,0.91%,1.05%,1.19%,1.34%,0.84%,1.41%,,,,,,

C60,27.5,,0.69%,0.84%,0.99%,1.15%,1.30%,1.45%,0.92%,1.53%,,,,,,

,,,,,,,,,,,,,,,,,

抗震等级,体积配箍率,,剪力墙,,,,,,,,,,,,,

一,0.80%,,,C30,C35,C40,C45,C50,C55,C60,,,,,,

二,0.60%,轴压比,配箍特征值,,16.7,19.1,21.1,23.1,25.3,27.5,,,,,,

三、四,0.40%,≤0.3,0.12,,0.56%,0.64%,0.70%,0.77%,0.84%,0.92%,,,,,,

短柱（9度）,1.2%（1.5%）,≥0.3,0.2,,0.93%,1.06%,1.17%,1.28%,1.41%,1.53%,,,,,,

,,,,,,,,,,,,,,,,,

框架柱,,轴压比,0.4,0.5,0.6,0.7,0.8,0.9,,,,,,,,

砼标号,强度,配箍特征值,0.07,0.09,0.11,0.13,0.15,0.17,,,,,,,,

C30,14.3,,,,,,,,,,,,,,,

C35,16.7,,,,0.51%,0.60%,0.70%,0.79%,,,,,,,,

C40,19.1,,,,0.58%,0.69%,0.80%,0.90%,,,,,,,,

C45,21.1,,,0.53%,0.64%,0.76%,0.88%,1.00%,,,,,,,,

C50,23.1,,,0.58%,0.71%,0.83%,0.96%,1.09%,,,,,,,,

C55,25.3,,0.49%,0.63%,0.77%,0.91%,1.05%,1.19%,,,,,,,,

C60,27.5,,0.53%,0.69%,0.84%,0.99%,1.15%,1.30%,,,,,,,,

抗震等级,体积配箍率,,剪力墙,,,,,,,,,,,,,

一,0.80%,,,C30,C35,C40,C45,C50,C55,C60,,,,,,

二,0.60%,轴压比,配箍特征值,,16.7,19.1,21.1,23.1,25.3,27.5,,,,,,

三、四,0.40%,≤0.4,0.12,,0.56%,0.64%,0.70%,0.77%,0.84