Analysis and Field Test Research on Construction Process of Cable Supported Grid Structure

HU Yang; WANG Qingfa; ZHENG Yu; WANG Xiuli; WU Kaikai

doi:10.13204/j.gyjzG21110408

Volume 52 Issue 1

Apr. 2022

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2022 > 52(1): 122-128

CHEN Tao, JIN Chenhua, ZHANG Ke, DIAO Zhiwei, WU Chang, MENG Shaoping. Calculation of Effective Axial Stiffness of Cracked Reinforced Concrete Tension-Flexure Members Under Temperature Reduction[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(6): 100-104,74. doi: 10.13204/j.gyjzG21120701

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HU Yang, WANG Qingfa, ZHENG Yu, WANG Xiuli, WU Kaikai. Analysis and Field Test Research on Construction Process of Cable Supported Grid Structure[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(1): 122-128. doi: 10.13204/j.gyjzG21110408

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Analysis and Field Test Research on Construction Process of Cable Supported Grid Structure

doi: 10.13204/j.gyjzG21110408

HU Yang¹,
WANG Qingfa¹,
ZHENG Yu¹,
WANG Xiuli^{2,3
,
,},
WU Kaikai^2,3

1. Sinohydro Engineering Bureau 4 Co., Ltd., Xining 810000, China;
2. School of Civil Engineering, Lanzhou University of Technology, Lanzhou 730050, China;
3. Western Center of Disaster Mitigation of Ministry of Education, Lanzhou 730050, China

Received Date: 2021-11-04
Available Online: 2022-04-24

Abstract

Abstract

Cable-supported grid structure with large opening is a new roof structure proposed in recent years, and its pre-stressed construction process is quite complicated. Based on Bazhong sports center project under construction as the background, combined with the actual project, the key elements to the composition of the cable-supported grid structure with large opening were discussed.According to the actual project of tensioning scheme,the improved tension compensation method was proposed for the control values of prestress of cable in different stages of tensioning, and the finite element analysis model was established, and then the cable forces and displacement variation in different tension stages were obtained. The analysis results show that the simulated cable forces were in good agreement with the design values, and the maximum and minimum cable forces of the circumferential cables are the same after the installation of diagonal braces. At the same time, the field monitoring of construction tension process showed that the simulated value was basically consistent with the measured value. The results showed that the improved tension compensation method could effectively simulate the control values of pre-stress in cable construction in different tension stages, which had a good reference value for the prestressed tension construction of cable-supported grid structures.
- cable-supported grid structure with large opening,
- construction tension,
- numerical simulation,
- improved tension compensation,
- field monitoring

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[1]	冯远,向新岸,王恒.大开口车辐式索承网格结构构建及其受力机制和找形研究[J].建筑结构学报,2019,40(3):69-80.
[2]	郭彦林,王昆,田广宇.车辐式张拉结构体型研究与设计[J].建筑结构学报,2013,34(5):1-10.
[3]	王丰,徐刚,吕品.徐州奥体中心体育场环向悬臂索承网格预应力施工关键技术[J].施工技术,2014,43(14):78-82.
[4]	刘红波,陈志华,牛犇.弦支穹顶结构施工过程数值模拟及施工监测[J].建筑结构学报,2012,33(12):79-84 ,129.
[5]	曹江,刘瑞金,张林萌.武汉东西湖体育中心体育场车辐式索承网格结构施工技术[J].施工技术,2019,48(20):70-73.
[6]	邓晖,张炎彬,姜贻平.椭圆形弦支穹顶结构张拉成型阶段的应力监测研究[J].钢结构,2019,34(10):85-88 ,35.
[7]	郭佳民,袁行飞,董石麟.弦支穹顶施工张拉全过程分析[J].工程力学,2009,26(1):198-203.
[8]	赵文雁,马滔,罗斌.大开口车辐式索承网格结构预应力施工技术研究[J].建筑结构学报,2020,41(5):23-33.
[9]	陈志华,刘红波,周婷.空间钢结构APDL参数化计算与分析[M].北京:中国水利水电出版社,2013.
[10]	卓新,石川浩一郎.张力补偿计算法在预应力空间网格结构张拉施工中的应用[J].土木工程学报,2004,37(4):38-45.

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