说明：1.本表中当br>bw，可将b,与bW取值互换后使用本表，其他说明同勇力约束边缘构件（暗柱）阴影区配筋形式选用表的说明

说明：1.本表用于一级（6、7、8、9度）、二级、三级抗震等级的剪力增； 2.墙厚160mm、180mm一般用于多层结构及高层结构中的剪力墙井筒内分制电梯井、管道井的墙肢； 3.本选用表中，纵篇按表A.1确定，当用于多层结构时，对表中选用的纵筋（一级Φ16，二级±16）可按《建筑抗震设计规范》进行核算（即 一级1.2%Ac，二级1.0%Ac，不再受钢筋最小直径限制）； 4.当需将表中C45~C60栏的HRB335级钢筋（虫）换算威HPB300级钢筋（中）时，可将表中数值乘以1.111

说明：1.本表用于一级（6、7、8、9度）、二级、三级抗囊等级的剪力增； 2.墙厚160mm、180mm一般用于多层结构及高层结构中的剪力墙井筒内分制电梯井、管道井的墙肢； 3.本选用表中，纵筋按表A.1确定，当用于多层结构时，对表中选用的纵筋（一级Φ16，二级±16）可按《建筑抗震设计规范》进行核算（ 一级1.2%Ac，二级1.0%Ac，不再受钢筋最小直径限制）； 4.当需将表中C45~C60栏的HRB335级钢筋（虫）换算威HPB300级钢筋（中）时，可将表中数值乘以1.111，

表 B.5“非一般结构"剪力墙构造边缘构件(暗柱)构造钢筋选用表配筋形式bw<350350< bw≤400400

说明：1.轴压比N/f.A：本表仅用于=一般结构"的其他部位

2.表中AaM为HPB300级钢筋面积，当需换算成HRB335缓钢筋时粮油标准，可将表中数值来以0.9， 3单肢等筋的计算及筛筋间距训整方法见时录一

一般结构剪力墙构造边缘构件（端柱）构造钢筛选用表

抗震最小纵向单肢箍筋（0100）面积Asvl(mm)端柱裁面及配筋等级钢筋强度等级≤0.300.40 0.500.600.700.800.901.001.05≤C3542.046.054.362.671.083.589.8C4047.852.662.171.681.295.5102.7C4552.858.068.679.189.7105.5113.4一银12±20C5057.863.575.186.698.2115.5124.2C5563.369.682.294.9107.6126.5136.0C6068.875.789.4103.1116.9137.5147.9≤C3541.841.846.054.362.671.079.560085.6C4047.847.852.662.171.681.290.897.9C4552.852.858.068.679.189.7100.3108.2二级12±18C5057.857.863.575.186.698.2109.7118.4C5563.363.369.682.294.9107.6120.2129.7C6068.868.875.789.4103.1116.9130.7141.0≤C3541.841.841.846.054.362.671.083.591.9C4047.847.847.852.662.171.681.295.5105.1纸向钢筋的最小总配篇率三级12±18C4552.852.852.858.068.679.189.7105.5116.1抗晨等敏(西数)(12416)C5057.857.857.863.575.186.698.2115.5127.1四C5563.363.363.369.682.294.9107.6126.5139.21.0%0.8%0.6%C6068.868.868.875.789.4103.1116.9137.5151.3箍筋直径/面积对照表直经48Φ10Φ12Φ14$16418般结构”剪力墙构造边缘构件图集号|甘12G11表（mm）50.378.5113.1153.9201.1254.5图名端柱)构造钢筋选用表(B.8)页次46

抗震最小纵向单肢箍筋（e100）面积Asvmm）端柱截面及配筋等级混凝王店钢筋强度等级≤0.300.40 0.500.60 0.700.800.901.001.05≤C3539.843.651.559.467.379.285.2C4045.349.958.967.977.090.597.4C4550.055.065.075.185.0100.1107.6一般16±20C5054.860.371.282.193.1109.5117.8C5560.066.077.990.0102.0120.0129.0C6065.371.784.897.8110.8130.4140.2≤C3539.639.643.651.559.467.375.281.1C4045.345.349.958.967.977.086.092.9700二级C4550.150.155.065.075.185.095.0102.616±18C5054.854.860.371.282.193.1104.1112.2C5560.060.066.077.990.0102.0113.9123.0C6065.365.371.784.897.8110.8123.9133.7≤C3539.639.639.643.651.559.467.379.287.1C4045.345.345.349.958.967.977.090.599.6纵肉钢筋的最小总配筋率三级16±18C4550.150.150.155.065.075.185.0100.1110.1抗复等纸(四期)(16Φ16)C5054.854.854.860.371.282.193.1109.5120.5四条C5560.060.060.066.077.990.0102.0120.0132.01.0%0.62C6065.365.365.371.784.897.8110.8130.4143.4薪筋直径/面积对照表直经$8Φ10$12014016$18254.5图名般结构“剪力墙构造边缘构件图集号甘12G11机(mm)50.378.5113.1153.9201.1端柱)构造钢筋选用表(B.8)页次48