梁柱箍筋间距表 - 副本

,,梁箍筋肢数,,,,,,,,,,

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

,,梁截面尺寸,保护层厚度,箍筋肢距,箍筋肢距（250*n）,箍筋肢数,实际箍筋肢数,,,,,

,,200,20,160,0.64,2,2,,,,,

,,250,20,210,0.84,2,2,,,,,

,,300,20,260,1.04,3,4,,,,,

,,350,20,310,1.24,3,4,,,,,

,,400,20,360,1.44,3,4,,,,,

柱箍筋肢数,,,,,,,,,,,,

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

体积配箍率,抗震等级,柱截面尺寸,保护层厚度,体积配箍面积,箍筋肢数,,,,,,箍筋肢距（250*n）,箍筋肢数

0.008,一级（0.8）,600,20,31360000,x向箍筋肢数,4,112672,225344,0.007185714,不可以,2.24,4

0.006,二级（0.6）,,,31360000,,,,225344,0.007185714,可以,,

0.004,三级（0.4）,,,31360000,y向箍筋肢数,4,112672,225344,0.007185714,可以,,

0.004,四级（0.4）,,,31360000,,,,225344,0.007185714,可以,,

,箍筋直径,箍筋面积,所需箍筋面积,X箍筋面积分配系数,X向箍筋面积,X向箍筋根数*面积,X向箍筋根数（8）,X向箍筋根数（10）,X向箍筋根数（12）,X向箍筋根数（14）,每部分宽度,186.6666667

,8,50.3,250880,0.75,188160,336,6.679920477,4.280254777,2.970822281,2.183235867,两部分宽度,373.3333333

二级,10,78.5,188160,,141120,252,5.009940358,3.210191083,2.228116711,1.637426901,,

三级,12,113.1,125440,,94080,168,3.339960239,2.140127389,1.485411141,1.091617934,,

,14,153.9,125440,,94080,168,3.339960239,2.140127389,1.485411141,1.091617934,,

,,,,,Y向箍筋面积,Y向箍筋根数*面积,Y向箍筋根数（8）,Y向箍筋根数（10）,Y向箍筋根数（12）,Y向箍筋根数（14）,,

,,,,,62720,112,2.226640159,1.426751592,0.990274094,0.727745289,,

,,,,二级,47040,84,1.669980119,1.070063694,0.74270557,0.545808967,,

,,,,三级,31360,56,1.11332008,0.713375796,0.495137047,0.363872645,,

,,,,,31360,56,1.11332008,0.713375796,0.495137047,0.363872645,,

隔一拉一,,抗震等级,体积配箍率,体积配箍率特征值,轴压比,,,,,,,

,,一级,0.008,0.201398601,0.8,"若不同抗震等级下的轴压比大于此值，

则须另查询抗规65页表6.3.9，然后将蓝色体积配箍率修改为准确值。",,,,,,

,,二级,0.006,0.151048951,0.7,,,,,,,

,,三级,0.004,0.100699301,0.5,,,,,,,

,,四级,0.004,0.100699301,0.5,,,,,,,

,C30,HRB400,,,,,,,,,,

,14.3,360,,,,,,,,,,

,次梁最大直径,,,,,,,,,,,

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

,"受拉钢筋

锚固长度",框架梁宽,按铰接设计,最大钢筋直径,非铰接,最大钢筋直径,,,,,,

,35d,200,14.69387755,14,8.571428571,8,,,,,,

,钢筋等级,250,18.7755102,18,10.95238095,10,,,,,,

,HRB400,300,22.85714286,22,13.33333333,12,,,,,,

,,350,26.93877551,26,15.71428571,14,,,,,,

,,400,31.02040816,30,18.0952381,18,,,,,,

,,450,35.10204082,32,20.47619048,20,,,,,,

,,500,39.18367347,36,22.85714286,22,,,,,,

,,550,43.26530612,42,25.23809524,24,,,,,,

,,600,47.34693878,45,27.61904762,26,,,,,,

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

,"受拉钢筋

锚固长度",框架梁宽,按铰接设计,非铰接,,,,,,,,

,35d,200,14,8,,,,,,,,

,钢筋等级,250,18,10,,,,,,,,

,HRB400,300,22,12,,,,,,,,

,,350,