摘要
哈尔滨市二建公司自有生活区B1栋住宅为一 18层高层建筑。为使该住宅室内无柱楞 ,竖向构件采用了钢筋混凝土窄肢剪力墙 ;为尽可能使室内无梁壳 ,楼盖采用无粘结预应力混凝土楼盖 ,边梁宽度与窄肢剪力墙厚度取同。介绍了该住宅的建筑及结构平面布置、结构分析方法及有关设计计算结果。
No.B1 housing of self\|own estate of Harbin Secondary Construction Company is an 18\|storey high\|rise building.In this housing,the vertical structural element uses reinforcement concrete thin web shear wall to make wall smooth indoors,and the unbonded prestressed concrete is adopted to make floor smooth indoors,whose marginal beam is as wide as the depth of shear wall.This paper introduces the architectural and structural plans of the building,the method in structure analysis and calculating results in design,which can be treated as reference when designing similar construction.
出处
《工业建筑》
CSCD
北大核心
2002年第9期79-80,共2页
Industrial Construction
基金
高等学校骨干教师资助计划项目
黑龙江省青年科学基金项目(Q98 12 )
