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

Turn off MathJax

Article Contents

Abstract

References

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

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

Citation:

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

Citation:

PDF( 7509 KB)

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

FullText(HTML)

References(10)

References

[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.

Relative Articles

[1]	YANG Hao, HUANG Liang, WU Xi, WEI Linggang. Field Vehicle Load Test and Numerical Analysis of GFRP Reinforced Sea Sand Concrete Pavement[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(4): 200-206. doi: 10.3724/j.gyjzG23090504
[2]	YAN Lixing, CHEN Chong, KONG Dechao, GUO Zongkai, XIONG Yan. Experimental Study and Numerical Simulation on the Tensile Bearing Capacity of Bolt-Sphere Joints After Chloride Corrosion[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(7): 147-152. doi: 10.3724/j.gyjzG22081013
[3]	WANG Pan, WANG Huaizheng, SONG Zhanping, GAN Langju, MEI Shujie. Numerical Analysis of Stress and Deformation of Tunnel Supporting Structures Passing Through Existing Anti-Slide Piles[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(11): 36-41,96. doi: 10.13204/j.gyjzG22081603
[4]	WANG Jinrong, WANG Xiuli, GOU Baolong, WANG Yanxin. Analysis and Field Monitoring of the Influence of Temperature on the Lifting Process of Complex Long-Span Gymnasium Steel Structures[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(8): 96-101,57. doi: 10.13204/j.gyjzG22102505
[5]	HE Kaixuan, LI Aiqun, YANG Cantian. Numerical Simulation Study on the Mechanical Properties and Structural Seismic Response Control Characteristics of Double-Stage-Yield Annular Steel Plate Shear Dampers[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(9): 104-110. doi: 10.13204/j.gyjzG23051114
[6]	MENG Dong, HUANG Hui, LI Qiurong, DENG Chuanli, WANG Yuan. Numerical Analysis of Seismic Performance of Tibetan Stone-Wood Dwellings[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(5): 163-168. doi: 10.13204/j.gyjzG20110703
[7]	YOU Ying, ZHANG Zetao, LIU Xuegang, WANG Jun. A SCHEME AND ENGINEERING MONITORING OF EARLY DISMANTLING FOR TEMPORARY SUPPORTS OF A SPATICAL CURVED STEEL STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(2): 106-112,129. doi: 10.13204/j.gyjzG20032605
[8]	ZHANG Huyue, WANG Xiuli. NUMERICAL SIMULATION ANALYSIS OF WIND PRESSURE CHARACTERISTICS ON STREAMLINED MEMBRANE STRUCTURE WITH A SINGLE RIDGE[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(7): 90-97. doi: 10.13204/j.gyjzG20081303
[9]	Tian E Li Yi Yang Zhengjun Shao Xinyu Peng Pai, . REINFORCEMENT SIMULATION ANALYSIS AND MONITORING TECHNIQUE OF LOADED STEEL STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(7): 176-180. doi: 10.13204/j.gyjz201507035
[10]	Huo Runke, Li Maoda, Li Jing, Wang Qiang, Yan Jirui. NUMERICAL SIMULATION AND ANALYSIS OF TUNNEL CONSTRUCTION PROCESS OF UNSYMMETRICAL TUNNEL IN SOFT ROCK[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(2): 95-100. doi: 10.13204/j.gyjz201502021
[11]	Li Hua, Huang Bencai. THE NUMERICAL SIMULATION OF INFLUENCE OF AN INTERNAL BLAST CAVITY EFFECT ON OVERPRESSURE FOR A STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(2): 48-53. doi: 10.13204/j.gyjz201202011
[12]	Zhao Hongtie, Zhang Fengliang, Xue Jianyang, Ma Hui, Zhang Xicheng. SHAKING TABLE TEST AND NUMERICAL SIMULATION OF THE ROOF IN ANCIENT TIMBER STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(8): 46-48. doi: 10.13204/j.gyjz201108013
[13]	Li Xiaorun, Wu Changdong, Li Yue, Chen Shuirong. STUDY ON THE NUMERICAL SIMULATION OF WIND LOADS ACTING ON LARGE SPAN DOUBLE-ARCHED ROOF STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(8): 101-104. doi: 10.13204/j.gyjz201108024
[14]	Ma Yongfeng, Zhou Dingheng, Cao Liqiao, Fang Shitao. IN-SITU MONITORING AND ANALYSIS OF DEFORAMTION OF THE SUPPORT SYSTEM IN MULTI-ARCH TUNNEL[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(11): 75-80. doi: 10.13204/j.gyjz201011019
[15]	Liu Bo, Chen Guoqiang, Yang Song, Wang Lisheng, Li Yu. DESIGN AND MONITORING OF A DEEP EXCAVATION WITH TIEBACK SUPPORT SYSTEM BY ADJACENT EXCAVATION. S PILE -ANCHOR SUPPORT SYSTEM[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(9): 119-123. doi: 10.13204/j.gyjz200709028
[16]	Zhou Hongbo, . NUMERICAL SIMULATION OF LONG-TERM SETTLEMENT OF PILE FOUNDATION CONSIDERING CONSOLIDATION AND RHEOLOGICAL PROPERTIES OF SOILS[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(11): 76-82,97. doi: 10.13204/j.gyjz200611019
[17]	Yang Xiu-ping, Hao Shu-ying, Zhang Jing-yu, Zhang Zhuo. SIMULATION METHOD ON BEHAVIOR OF INTEGRAL STEEL FRAMED STRUCTURES UNDER FIRE[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(8): 71-73. doi: 10.13204/j.gyjz200608022
[18]	Xie Qiang, Zhao Liang. DAMAGE IDENTIFICATION OF FRAME STRUCTURES BASED ON MODAL SENSITIVITY ANALYSIS——NUMERICAL SIMULATION AND TEST VERIFICATION[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(12): 94-96. doi: 10.13204/j.gyjz200512026
[19]	Pan Xuliang, Zhang Qinxi, Huo Da, Yang Ligang. NUMERICAL ANALYSIS OF WORKING CHARACTERISTICS OF DOUBLE ROW PILES[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(9): 8-11. doi: 10.13204/j.gyjz200409003
[20]	Zhang Yuhui, Zhao Zhonghu, Ju Yang. NUMERICAL SIMULATION OF COLLAPSE OF RC FRAME UNDER EARTHQUAKE LOADS[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(3): 57-61,79. doi: 10.13204/j.gyjz200403018