Gao Danying, Zhang Junwei. EXPERIMENTAL INVESTIGATION ON SEISMIC BEHAVIOR OF STEEL FIBER REINFORCED HIGH- STRENGTH CONCRETE FRAME EXTERIOR JOINTS[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(5): 84-89,28. doi: 10.13204/j.gyjz2011205015
Citation:
CENG Fankui, LIU Xinzhao, PAN Zhuang, XING Guohua, ZHANG Jianhua, LU Xiaolan. CONSTRUCTION SIMULATIONS AND MONITORING OF A FORMWORK FOR SUPER HIGH-RISE BUILDINGS[J]. INDUSTRIAL CONSTRUCTION , 2021, 51(11): 127-131,136. doi: 10.13204/j.gyjzG210102701
Gao Danying, Zhang Junwei. EXPERIMENTAL INVESTIGATION ON SEISMIC BEHAVIOR OF STEEL FIBER REINFORCED HIGH- STRENGTH CONCRETE FRAME EXTERIOR JOINTS[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(5): 84-89,28. doi: 10.13204/j.gyjz2011205015
Citation:
CENG Fankui, LIU Xinzhao, PAN Zhuang, XING Guohua, ZHANG Jianhua, LU Xiaolan. CONSTRUCTION SIMULATIONS AND MONITORING OF A FORMWORK FOR SUPER HIGH-RISE BUILDINGS[J]. INDUSTRIAL CONSTRUCTION , 2021, 51(11): 127-131,136. doi: 10.13204/j.gyjzG210102701
CONSTRUCTION SIMULATIONS AND MONITORING OF A FORMWORK FOR SUPER HIGH-RISE BUILDINGS
1. School of Civil and Architecture Engineering,Xi'an Technological University,Xi'an 710021,China;
2. College of Architecture and Engineering, Chang'an University, Xi'an 710061,China
Received Date: 2021-01-02
Available Online:
2022-03-29
Abstract
The formwork system used in a super high-rise building project in Xi'an adopted a hydraulic jack-up formwork system, which was mainly composed of primary and secondary trusses, steel columns and outrigger trusses. In order to ensure the structural safety of the jack-up formwork structure in the construction process, based on the overall structure and working principle of the hydraulic jack-up formwork system, the finite element model of the jack-up formwork structure system was constructed, the stress values of the jack-up formwork system in various working conditions were simulated by FEM, the stress monitoring system was used to monitor the key points of the structure in different working conditions. In the same working condition and load combination, the measured stress of the jack-up formwork was compared with the simulation results. The results showed that the measured stress and finite element simulation results effectively verified that the structural stress and deformation of the jack-up formwork could meet the requirements in various working conditions, the structure was safe.
References
[1]
张中华.超高层建筑筒体模板及支撑体系施工技术研究[J].住宅与房地产,2019(12):261-262,284.
[2]
汪潇驹.超高层核心筒施工技术的研究与应用[J].建筑技术,2018,49(7):733-736.
[3]
金静.超高层建筑核心筒模板体系的优化设计及应用[D].合肥:安徽理工大学,2012.
[4]
金振,朱云良,周剑刚.超高层建筑模架选型与应用技术[J].施工技术,2017,46(14):61-65.
[5]
吕婷,徐蔺.超高层建筑模板体系的优化设计[J].山东农业大学学报(自然科学版),2016,47(5):749-752.
[6]
汤杰.超高层建筑顶升模架钢平台受力性能研究[D].西安:西安工业大学,2018.
[7]
穆召龙.某超高层建筑核心筒模架施工关键技术研究[D].西安:西安工业大学,2017.
[8]
钟学宏.超高层核心筒顶升模架的模块化设计及应用研究[D].苏州:江苏大学,2016.
[9]
白雪,马海彬,姚传勤,等.超高层建筑顶升模板体系设计及模态分析[J].工业建筑,2013,43(5):14-17
,51.
[10]
黄滔.高层建筑施工中的整体液压爬升钢平台设计与应用[J].建筑施工,2016,38(9):1254-1256
,1268.
[11]
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.
[12]
罗尧治,沈雁彬,童若飞,等.空间结构健康监测与预警技术[J].施工技术,2009,38(3):4-8.
Relative Articles
[5] Zhu Wenzheng, Zhang Jichao. SIMULATION ANALYSIS AND SHAKING TABLE TEST OF ISOLATION SYSTEM FOR GIANT STEEL STRUCTURE [J]. INDUSTRIAL CONSTRUCTION, 2015, 45(2): 114-117. doi: 10.13204/j.gyjz201502024
[6] Zhang Ailin, Zhao Yue, Liu Xuechun. DESIGH STUDY OF THE NEW LIGHT-WEIGHT COMPOSITE FLOOR OF THE PREFABRICATED STEEL STRUCTURE [J]. INDUSTRIAL CONSTRUCTION, 2014, 44(08): 46-49.
[7] Zhang Ailin, Hu Tingting, Liu Xuechun. THE CLASSIFICATION AND COMPARATIVE ANALYSIS OF THE MATCHING EXTERNAL WALL FOR THE PREFABRICATED STEEL STRUCTURE RESIDENCE [J]. INDUSTRIAL CONSTRUCTION, 2014, 44(08): 7-9.
[8] Wei Xiaogang, Liu Shuxian, Ma Fenghai, Zhang Jingtai. THE IMPACT ANALYSIS OF VIBRATION-SUPPRESSED EFFECTIVENESS OF CORE-WALL SUSPENSION ISOLATION STRUCTURE CAUSED BY DYNAMIC PARAMETER [J]. INDUSTRIAL CONSTRUCTION, 2013, 43(2): 34-38,58. doi: 10.13204/j.gyjz201302007
[9] Yang Haobo, Qian Deling, Peng Xiaobing, Cheng Hong, Xie Yijun. DYNAMIC BEHAVIOR RESEARCH OF UNREINFORCED AND REINFORCED ANCIENT ARCHITECTURES [J]. INDUSTRIAL CONSTRUCTION, 2013, 43(11): 131-135. doi: 10.13204/j.gyjz201311029
[10] Hong Junqing, Bao Hua. DYNAMIC RESPONSES OF BASE-ISOLATED STRUCTURE UNDER THE NEAR-FAULT HORIZONTAL-VERTICAL SEISMIC ACTION [J]. INDUSTRIAL CONSTRUCTION, 2011, 41(4): 11-15,20. doi: 10.13204/j.gyjz201104003
[11] Zhang Yan, Li Zhangzheng. NON-LINEAR TIME-HISTORY ANALYSIS OF HIGH-LEVEL ISOLATION STRUCTURE UNDER MULTI-DIMENSIONAL SEIM [J]. INDUSTRIAL CONSTRUCTION, 2011, 41(4): 16-20. doi: 10.13204/j.gyjz201104004
[12] Ma Ming, Zhou Xianbao, Hao Chengxin, Li Yongshuang, Qian Jihong. RESEARCH ON NEW CLINKER SILO ROOF STRUCTURE SYSTEM WITHOUT CENTRAL SUPPORT [J]. INDUSTRIAL CONSTRUCTION, 2011, 41(3): 68-72,139. doi: 10.13204/j.gyjz201103013
[13] Zhang Xiafeng. DESIGN STRATAGY OF THE LIFE CYCLE STANDARD ENERGY-SAVING WORKSHOPS BASED ON THEORY OF NICHE [J]. INDUSTRIAL CONSTRUCTION, 2008, 38(6): 1-2,47. doi: 10.13204/j.gyjz200806001
[14] Wu Tianyan, He Fang. THE ENERGY-SAVING RESEARCH ON ENTIRE LIFE CYCLE OF THE SUSTAINABLE HOUSING [J]. INDUSTRIAL CONSTRUCTION, 2008, 38(3): 39-41. doi: 10.13204/j.gyjz200803011
[15] Zhang Zhiying, Wang Hongwei, Duan Xuegang, LüXilin. INFLUENCE OF SOIL AND STRUCTURE DYNAMIC INTERACTION ON BASE SHAKE -ISOLATION STRUCTURE [J]. INDUSTRIAL CONSTRUCTION, 2007, 37(10): 54-57. doi: 10.13204/j.gyjz200710015
[16] Wang Xinling, Zhao Gengqi, Zhang Nianzheng. THE DYNAMIC ANALYSIS OF A NEW "Λ" BRACES COMPOUND STRUCTURE [J]. INDUSTRIAL CONSTRUCTION, 2006, 36(2): 24-27. doi: 10.13204/j.gyjz200602007
[17] Zhang Min, Hu Shu-lan. BAR-LAYER MODEL OF RIGIDITY MATRIX OF MAIN FRAME IN MULTIFUNCTIONAL VIBRATION-ABSORPTION MEGAFRAME STRUCTURE FOR DYNAMICAL ANALYSIS [J]. INDUSTRIAL CONSTRUCTION, 2006, 36(4): 40-42,25. doi: 10.13204/j.gyjz200604012
[18] Zong Lan, Sui Chengquan. THE DYNAMIC ANALYSIS OF FINITE ELEMENT OF FRICTION-DAMPED SHEAR WALL [J]. INDUSTRIAL CONSTRUCTION, 2005, 35(6): 17-20. doi: 10.13204/j.gyjz200506005
[19] Li Zhenxiang, Zhang Sanming. LIFE CYCLE ASSESSMENT AND ARCHITECTURE [J]. INDUSTRIAL CONSTRUCTION, 2004, 34(3): 30-32. doi: 10.13204/j.gyjz200403009
Proportional views
Created with Highcharts 5.0.7 Amount of access Chart context menu Abstract Views, HTML Views, PDF Downloads Statistics Abstract Views HTML Views PDF Downloads 2024-05 2024-06 2024-07 2024-08 2024-09 2024-10 2024-11 2024-12 2025-01 2025-02 2025-03 2025-04 0 2 4 6 8
Created with Highcharts 5.0.7 Chart context menu Access Class Distribution FULLTEXT : 15.6 % FULLTEXT : 15.6 % META : 84.4 % META : 84.4 % FULLTEXT META
Created with Highcharts 5.0.7 Chart context menu Access Area Distribution 其他 : 22.2 % 其他 : 22.2 % 北京 : 8.9 % 北京 : 8.9 % 张家口 : 2.2 % 张家口 : 2.2 % 芒廷维尤 : 24.4 % 芒廷维尤 : 24.4 % 西宁 : 40.0 % 西宁 : 40.0 % 重庆 : 2.2 % 重庆 : 2.2 % 其他 北京 张家口 芒廷维尤 西宁 重庆