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作 者:侯晓东[1]
出 处:《中国建材科技》2017年第4期73-75,108,共4页China Building Materials Science & Technology
摘 要:剪力墙布置和配筋问题是剪力墙结构设计的关键。剪力墙的配筋主要注意:剪力墙的墙肢应满足最小配筋率和计算要求;剪力墙的约束边缘构件的箍筋、拉筋应满足体积配箍率要求;约束边缘构件、构造边缘构件配筋应满足规范最小配筋量要求和计算要求;墙肢长度不大于4倍时,按柱配筋的有关要求;剪力墙水平分布筋在边缘构件中的锚固问题。Shear reinforcement layout and structure is the key problem of shear shear wall structure design,shear wall reinforcement major NOTE:limb shear wall should meet the minimum reinforcement ratio and computational requirements;shear wall stirrups bound edge member, stretch stirrup ratio should meet the volume requirements; bound edge components, structural reinforcement edge members should meet the specification requirements and calculating the amount of the minimum reinforcement requirements; pier length of time of not more than four-fold, according to the column the relevant requirements of reinforcement problem; horizontal distribution of shear reinforcement at the edge of the anchor component problems.
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