RESEARCH ON MULTI-POINT ASYMMETRIC OVERALL LIFTING TECHNIQUE FOR LONG-SPAN SPACE SPECIAL-SHAPED CURVED STEEL TRUSS STRUCTURE BASED ON CLOUD MONITORING

SU Hang; WANG Jingfeng; DING Shihong; LI Jingzhe; YI Zhonglou

doi:10.13204/j.gyjzG19120404

Volume 50 Issue 8

Oct. 2020

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2020 > 50(8): 105-115

SU Hang, WANG Jingfeng, DING Shihong, LI Jingzhe, YI Zhonglou. RESEARCH ON MULTI-POINT ASYMMETRIC OVERALL LIFTING TECHNIQUE FOR LONG-SPAN SPACE SPECIAL-SHAPED CURVED STEEL TRUSS STRUCTURE BASED ON CLOUD MONITORING[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(8): 105-115. doi: 10.13204/j.gyjzG19120404

Citation:

SU Hang, WANG Jingfeng, DING Shihong, LI Jingzhe, YI Zhonglou. RESEARCH ON MULTI-POINT ASYMMETRIC OVERALL LIFTING TECHNIQUE FOR LONG-SPAN SPACE SPECIAL-SHAPED CURVED STEEL TRUSS STRUCTURE BASED ON CLOUD MONITORING[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(8): 105-115. doi: 10.13204/j.gyjzG19120404

Citation:

SU Hang, WANG Jingfeng, DING Shihong, LI Jingzhe, YI Zhonglou. RESEARCH ON MULTI-POINT ASYMMETRIC OVERALL LIFTING TECHNIQUE FOR LONG-SPAN SPACE SPECIAL-SHAPED CURVED STEEL TRUSS STRUCTURE BASED ON CLOUD MONITORING[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(8): 105-115. doi: 10.13204/j.gyjzG19120404

PDF( 14903 KB)

RESEARCH ON MULTI-POINT ASYMMETRIC OVERALL LIFTING TECHNIQUE FOR LONG-SPAN SPACE SPECIAL-SHAPED CURVED STEEL TRUSS STRUCTURE BASED ON CLOUD MONITORING

doi: 10.13204/j.gyjzG19120404

1. Hefei University of Technology, Hefei 230009, China;
2. Anhui Collaborative Innovation Center for Advanced Steel Structure Technology and Industrialization, Hefei 230009, China;
3. Steel Structure Construction Co., Ltd. of China Tiesiju Civil Engineering Group, Hefei 230022, China

Received Date: 2020-03-25

Abstract

Abstract

The shape of the gymnasium of Luan Sports Center is similar to the famous top ten tea products "Luan Guapian", the structure of the gymnasium adopts a space specially-shaped curved steel truss structure with a span of 89.7 m. This paper first proposed three construction plans. Multi-point asymmetrical overall lifting synchronous control scheme with lifting frames in the gymnasium was determined, by comparing the technological advancement, construction safety and economic rationality. Multi-point asymmetric overall lifting synchronous control technique was developed for a space specially-shaped curved steel truss structure. The paper focused on the principle of asymmetric lifting synchronous control of lifting equipment and systems, optimize the lifting point scheme and designed the lifting frame, etc. Using MIDAS, the entire simulation of synchronous lifting and asynchronous lifting was carried out, which provided countermeasures for the overall lifting scheme. Real-time monitoring system based on mass data processing and real-time transmission of cloud platform for stadium steel structures was developed, and the actual measurement results were compared with simulations. The results showed that the multi-point asymmetric overall lifting synchronous control technique was suitable for the construction of the roof structure of the gymnasium of Luan Sports Center. The cloud platform real-time monitoring technology and numerical simulation technology could ensure the safety and reliability of the construction.

FullText(HTML)

References(14)

References

张举涛, 芮佳, 张小方, 等. 甘肃省体育馆比赛馆结构设计与分析[J]. 建筑结构, 2019,49(2):1-6.

赵长军, 范重, 彭翼, 等. 苏州火车站大跨钢屋盖施工过程仿真分析[J]. 建筑结构, 2012,42(1):37-40.

黄季阳, 聂悦, 王树, 等. 中关村国家自主创新展示中心折线形布索预应力钢桁架结构设计研究[J].建筑结构, 2012,42(1):49-54.

焦安亮, 陈泽君. 某综合体育馆的高空散装法施工[J]. 施工技术, 2007, 36(10):32-34.

杨兴明. 现代空间钢结构中高空滑移法施工技术分析[J]. 住宅与房地产, 2017(9):181.

范峰, 王兆勋, 王化杰, 等. 杭州国际博览中心飘带网架结构分块吊装分析[J]. 建筑结构学报, 2014, 35(增刊1):77-82.

郑砚国. 泰山核电二期工程安全壳结构整体性试验[J]. 核工程研究与设计, 2002(41):44-48.

中华人民共和国住房和城乡建设部.钢结构设计标准:GB 50017-2017[S]. 北京:中国建筑工业出版社,2018.

FOSTER I, ZHAO Y, RAICU I, et al. Cloud Computing and Grid Computing 360-Degree Compared[C]//2008 Grid Computing Environments Workshop (GCE). Texas:IEEE,2008:1-10.

FOX A, GRIFFITH R, JOSEPH A, et al. Above the Clouds:A Berkeley View of Cloud Computing[EB/OL].[2009-02-10]. https://max.book118.com/html/2018/0923/80050621160011-24.shtm.

刘鹏. 云计算的定义和特点[EB/OL].[2009-02-15]. http://www.chinacloud.cn.

卞德志, 吴静, 黎敬涛. 基于云监测平台的实时数据监测[J]. 焊接技术, 2016, 43(9):966-969.

中华人民共和国国家发展和改革委员会.钢弦式应变计:DL/T 1044-2007[S]. 北京:中国电力出版社, 2007.

刘红玲, 于亚鹏, 常龙. 基于物联网技术的大型建筑安全远程监测系统设计[J]. 物联网技术, 2013(10):19-22.

Relative Articles

Supplements(0)

Cited By

Cited by

Periodical cited type(14)

1.	郅伦海，段永山，刘毛方，孟磊. 大跨空间管桁架结构体育场屋盖卸载全过程模拟与监测. 合肥工业大学学报(自然科学版). 2024(06): 835-842 .
2.	陈伟，贺子奇，张花杰，赵跃港. 桁架屋盖整体提升关键施工技术分析. 河南大学学报(自然科学版). 2024(05): 600-609 .
3.	马艳梅. 大跨度钢结构多点吊装实时结构监测. 长春工程学院学报(自然科学版). 2024(03): 13-17 .
4.	冯凌斐，李宏武，张星魁，郑芳俊，姜珊，冯电视，路国运，杨会伟. 高耸结构整体提升施工过程模拟分析. 建筑结构学报. 2023(02): 293-302 .
5.	董缪思，杨彬，刘伯达，汪智晨，张冰涵，张其林. 基于IFC标准的施工信息模型至图数据库的自动映射机制及其应用. 建筑结构学报. 2023(02): 282-292 .
6.	孟勇，梁汝鸣，张峰，葛序尧，陈余耀. 超高钢梁安装全过程施工模拟分析. 建筑结构. 2023(S1): 2216-2221 .
7.	熊再银，杨海钢，杨剑青，孟丹，徐立江. 狭窄空间中大跨度钢桁架滑移法安装技术应用. 工业建筑. 2023(S1): 250-252 . 本站查看
8.	陈景镇，胡泽铭，蔡宏观，郑德鑫，刘华长. 超大面积钢桁架整体提升监测技术研究. 工程技术研究. 2023(14): 1-3 .
9.	杨伟. LNG储罐多点整体提升过程的力学性能研究. 工业建筑. 2022(01): 116-121 . 本站查看
10.	杜立春. 刚度不均匀重载钢结构分区域累积提升及测控技术. 施工技术(中英文). 2022(16): 115-119 .
11.	陈志华，郭芳菲，刘红波，常浩腾，刘朋. 安平县文化体育活动中心屋顶钢结构施工过程监测研究. 空间结构. 2022(03): 63-66+85 .
12.	纪冬岭. 钢网架结构整体提升技术及仿真研究. 科学技术创新. 2021(05): 144-145 .
13.	代颖，秦海斌. 桁架结构中杆件优化及力学性能仿真分析. 商丘师范学院学报. 2021(09): 56-58 .
14.	李卫永，赵鹏. 大跨空间钢结构整体提升施工技术. 城市住宅. 2021(07): 227-228 .