《钢筋混凝土高层建筑结构设计与施工规程》(ＪＧＪ3— 91)规定小墙肢宜ｈｗ≥ 3ｂｗ,且ｈｗ≥ 5 0 0ｍｍ ;小墙肢的配筋构造要适当加强 ;一、二级剪力墙的小墙肢 ,其轴压比不宜大于 0 6。在设计工作中 ,常常会碰到较小的墙段 ,由于小墙肢的特殊受力状态及特殊构造要求 ,许多 “Reinforced concrete high-rise building structural design and construction code” (JGJ3- 91) provides small wall limbs should hw ≥ 3bw, and hw ≥ 500mm; small wall reinforcement should be properly reinforced structure; first and second shear walls Small wall limbs, the axial compression ratio should not be greater than 0 6. In the design work, often encounter smaller wall segments, due to the special forces of small wall limbs and special structural requirements, many