首页 | 本学科首页   官方微博 | 高级检索  
     

某网架结构加固处理方案探讨
引用本文:刘中华,吴杰,叶翔,俞奇效.某网架结构加固处理方案探讨[J].建筑结构,2011(6).
作者姓名:刘中华  吴杰  叶翔  俞奇效
作者单位:浙江精工钢结构有限公司;同济大学;
摘    要:某双坡折板式网架结构在地震作用下出现结构挠度大幅度增加、部分橡胶支座锚栓被剪断的破坏特征。通过对结构现状观测、计算与分析,采取在网架结构下部增加5道张弦式预应力拉索、将原橡胶支座改为固定铰支座、少量杆件与套筒原位加固的加固方案。加固后减小了结构挠度,降低了构件的应力水平,增加了结构竖向与水平刚度,在结构中增加了一道二次防线,消除了结构存在的安全隐患。

关 键 词:地震  张弦网架  拉索  橡胶支座  加固  

Discussion on reinforcement program of a grid structure
Liu Zhonghua,Wu Jie,Ye Xiang,Yu Qixiao.Discussion on reinforcement program of a grid structure[J].Building Structure,2011(6).
Authors:Liu Zhonghua  Wu Jie  Ye Xiang  Yu Qixiao
Affiliation:Liu Zhonghua1,Wu Jie2,Ye Xiang1,Yu Qixiao1(1 Zhejiang Jinggong Steel Building Co.,Ltd.,Shaoxing 312030,China,2 Tongji University,Shanghai 200092,China)
Abstract:The deflection of double-pitch hipped-plate grid structure increased significantly after earthquake,and the part of anchor bolts of rubber bearing were cut off.After observation and analysis of the actual state of the structure,the reinforcement program was drawn up,which adding five pre-stressed string cable in the lower part of structure and changing rubber bearing to fixing hinge bearing and strengthening a small amount member and sleeve in situation.The reinforcement has reduced the deflection of the st...
Keywords:earthquake  string grid structure  cable  rubber bearing  reinforcement  
本文献已被 CNKI 等数据库收录!
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号