摘要
云南省曲靖市陆良县第二人民医院门诊楼为多层建筑,由于建筑功能和造型要求,该抗震单元在平面和立面上存在较多难点。屋架采用轻钢屋架解决形状异性和大跨的问题,门厅跃层柱采用钢管柱满足设计要求,采用空间斜杆与主体连接进行造型设计,结构采用减震设计,计算分析结果显示,各项计算指标均较好的满足规范的要求。
Second People’s hospital in Luliang County outpatient service building is the multi-storey building,because of the building function and other requirements,the seismic units are difficult in the plane and elevation on the roof. In order to solve specific shape and truss large span ligth steel roof is uesed for roof. Steel tube column is adopted for column hall thermocline to meet design requirements. The shape adopts the mode of space diagonal rod connected with the main body.The structure adopts seismic design. The calculation and analysis results show that the calculated indexes better meet the requirements of specification.
出处
《建筑结构》
CSCD
北大核心
2018年第S1期205-210,共6页
Building Structure
关键词
公共建筑
跃层柱
空间斜杆
减震
public building
column thermocline
space diagonal rod
damping
