2010年8月 施工技术 第39卷第8期 CONSTRUCTION TECHNOLOGY 55 深圳大运中心主体育馆钢屋盖施工工况模拟分析 遇瑞 (上海宝冶集田有限公司，上海200941) [摘要]计算机控制液压同步滑移技术是近年来很多大跨度空间钢结构施工选用的安装方法.以深圳大运中心主 体育馆钢结构的累积旋转滑移施工为例，对结构滑移和胎架卸载施工工况进行模拟分析，指出滑移过程中，结构最 不利杆件应力比为0.375，胎架卸载过程中，结构最不利杆件应力比为0.682，均满足施工安全要求.并将计算结果 与现场监测结果进行比较，说明有限元模拟的正确性. 【关键词]深圳大运中心；主体育馆；钢屋盖；滑移；卸载；模拟分析 [中图分类号]TU311.41 [文献标识码]A[文章编号]1002-8498(2010)08-0055-03 Construction Conditions Analysis on Steel Roof in Shenzhen Universiade Sports Center Main Gymnasium Yu Rui (Shanghai Baoye Group Co. Lad.Shanghai 200941 China) Abstract:Hydraulic synchronous sliding technology controlled by puter is extensively used in large- span spatial steel structure construction in recent years.Taking accumulated rotation sliding construction for steel roof of Shenzhen Universiade Sports Center Main Gymnasium as example the construction conditions for sliding and jig unloading are simulated and analyzed and the results show that during sliding the stress ratio of the most unfavorable bar is 0.375 and that is 0.682 during jig unloading and both of them can meet safety requirements.Moreover the calculation results and monitoring results are pared to indicate the accuracy of finite element simulation method. Key words:Shenzhen Universiade Sports Center;main gymnasium;steel roof;sliding;unloading; simulation analysis 计算机控制液压同步滑移是一项新颖的结构安装35mm 主结构拉环钢管ZJG14为Q390B 其余构件材 施工技术.它通过计算机控制，并结合液压同步新原质均为Q345B;次结构为矩形钢管，截面尺寸形式较 理，可将成千上万吨的构件拼装后，滑移到预定位置安多，厚度为8~32mm 材质均为Q235B.结构轴测图如 装就位. 图1所示. 我国于20世纪90年代开始自主研...
深圳大运中心主体育馆钢屋盖施工工况模拟分析.pdf
