[1]周春娟,魏超琪,柳明亮,等.新型弦支空间结构施工过程受力分析[J].西安建筑科技大学学报(自然科学版),2024,56(04):578-585603.[doi:10.15986/j.1006-7930.2024.04.012]
 ZHOU Chunjuan,WEI Chaoqi,LIU Mingliang,et al.Stress analysis of new chord-supported space structure in the construction process[J].J. Xi'an Univ. of Arch. & Tech.(Natural Science Edition),2024,56(04):578-585603.[doi:10.15986/j.1006-7930.2024.04.012]
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新型弦支空间结构施工过程受力分析()
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西安建筑科技大学学报(自然科学版)[ISSN:1006-7930/CN:61-1295/TU]

卷:
56
期数:
2024年04期
页码:
578-585603
栏目:
出版日期:
2024-08-28

文章信息/Info

Title:
Stress analysis of new chord-supported space structure in the construction process
文章编号:
1006-7930(2024)04-0578-08
作者:
周春娟14魏超琪1柳明亮12李纪明1惠 存3
(1.陕西省建筑科学研究院有限公司,陕西 西安 710082; 2.长安大学 建筑工程学院,陕西 西安 710061; 3.中原工学院 建筑工程学院,河南 郑州 450007; 4.北京工业大学 空间结构研究中心,北京 100124)
Author(s):
ZHOU Chunjuan14WEI Chaoqi1LIU Mingliang12LI Jiming1HUI Cun3
(1.Shaanxi Architecture Science Research Institute Co., Ltd., Xi'an 710082, China; 2.School of Civil Engineering, Chang'an University, Xi'an 710061, China; 3.School of Architecture and Civil Engineering, Zhongyuan University of Technology, Zhengzhou 450007, China; 4.Spatial Structures Research Center, Beijing University of Technology, Beijing 100124, China)
关键词:
新型弦支空间结构 辐射状倒三角桁架 施工过程 结构卸载 累积滑移
Keywords:
new chord-supported space structure radial inverted triangle truss construction process structure unloading cumulative sliding
分类号:
TU395
DOI:
10.15986/j.1006-7930.2024.04.012
文献标志码:
A
摘要:
西北大学长安校区体育馆为新型弦支空间结构,其屋盖结构部分上部由辐射状倒三角管桁架结构组成,下部由环向索及径向索组成,上部结构与下部结构之间通过竖向撑杆连接,是一种复杂的空间预应力结构体系.采用有限元软件对该结构进行了施工过程仿真分析,研究了不同施工阶段结构的应力和变形; 并对拉索分级张拉产生的结构应力与变形进行了分析,研究了不同卸载方案对结构性能的影响,提出了合理的结构卸载方案.结果表明:结构安装所采用的旋转累积滑移施工成型方案是合理的,施工过程中结构应力和变形较小; 结构整体刚度随施工过程不断增大,应力呈现不均匀分布.施工过程仿真分析可以为结构现场安装提供指导与预警,为同类工程建造提供技术参考.
Abstract:
The gymnasium of Northwestern University Chang'an Campus is a new type of chord-supported space structure, which is a complex spatial prestressed structural system. The upper part of the roof structure is composed of a radial inverted triangular tube truss structure, the lower part is composed of circumferential cables and radial cables, and the upper structure and the lower structure are connected by vertical struts. In this paper, finite element software is used to simulate and analyze the construction process of the structure, and the stress and deformation of the structure in different construction stages are studied. The structural stress and deformation caused by cable tension are analyzed, the influence of different unloading schemes on structural performance is studied, and a reasonable structural unloading scheme is proposed. The results show that the rotary cumulative slip construction scheme adopted for the structure installation is reasonable, the structural stress and deformation are small during the construction process. The overall stiffness of the structure increases with the construction process, and the stress is unevenly distributed. The simulation analysis of the construction process can provide guidance and early warning for the on-site installation of the structure, and provide technical reference for the construction of similar projects.

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备注/Memo

备注/Memo:
收稿日期:2022-06-04修回日期:2024-06-11
基金项目:陕西省重点研发计划(2022LL-JB-11)
第一作者:周春娟(1989—),女,博士生,高级工程师,主要从事空间结构新体系及健康监测技术方面研究.E-mail:949676763@qq.com
通信作者:柳明亮(1986—),男,博士生,教授级高工,主要从事空间结构新体系方面研究.E-mail:282586321@qq.com
更新日期/Last Update: 2024-08-28