CONSTRUCTION SIMULATION OF SUSPENED-DOME STRUCTURES
-
摘要: 弦支穹顶是由上部单层网壳和下部张拉索杆体系组合而成的一种新型杂交空间结构,具有非常广阔的应用前景。在介绍弦支穹顶结构施工分析研究现状的同时,指出施工全过程分析中的关键问题是结构模型的几何确定和施加预应力的控制,并对模型试验进行研究,根据张拉单元、同时张拉点数、预应力施加水平等具体情况提出了2种张拉方案,并对理论值和实测值进行了对比。此研究可为弦支穹顶工程的施工提供参考。Abstract: Suspened-dome structure is a new kind of hybrid space structure with the combination of an upper single-layer lattice shell and a lower cable-strut system, and has a very broad applied prospect.The research state of construction analysis is first introduced.The key problems in construction analysis are then pointed out, including determination of the geometric model and control of the prestressing force.Followed that, experiment of the scaled model is carried out and two construction schemes are proposed according to the pretension element, number of simultaneously pretension point and prestressing force level.The theoretical results are compared with that obtained form the experiment.The research here will provide a reference for construction of similar suspened-dome structures.
-
Key words:
- suspened-dome /
- construction simulation /
- prestressing force /
- pretension scheme
-
唐建民.索穹顶体系的结构理论研究[D].上海:同济大学,1996. [2] 罗尧治.索杆张力体系的理论分析[D].杭州:浙江大学,2000. [3] 张立新.索穹顶结构成形关键问题和风致振动[D].上海:同济大学,2001. [4] 袁行飞,董石麟.索穹顶结构施工控制反分析[J].建筑结构学报,2001(2):75-79,96. [5] 刘佳.索承网壳分层张拉成形方法及施工过程内力理论与试验研究[D].北京:北京工业大学,2004. [6] 王永泉,郭正兴,罗斌.大跨度椭球形索承单层网壳环索张拉仿真分析[J].施工技术,2007,36(6):58-60. [7] 张爱林,黄冬明,刘学春,等.2008年奥运会羽毛球馆弦支穹顶结构模型施工张拉试验研究[C]//第七届全国现代结构工程学术研讨会.北京:2007. [8] 秦杰,徐瑞龙,谭阳,等.国家体育馆双向张弦梁结构预应力施工模型试验研究[J].工业建筑,2007,37(1):16-19.
点击查看大图
计量
- 文章访问数: 119
- HTML全文浏览量: 7
- PDF下载量: 100
- 被引次数: 0