高大模板支撑体系稳定性分析  

Research status analysis and outlook on tall formwork support systems

作　　者：周旭杰 尤月华 刘学信 周锐 钱志成 张晋智 王海亮[1] 王亚朋 Zhou Xujie;You Yuehua;Liu Xuexin;Zhou Rui;Qian Zhicheng;Zhang Jinzhi;Wang Hailiang;Wang Yapeng(Shandong University of Science and Technology,Qingdao Shandong 266590,China;Qingdao Municipal Space Development Group Co.,Ltd.,Qingdao Shandong 266003,China;Qingdao Metro Group Co.,Ltd.First Construction Branch,Qingdao Shandong 266035,China;Qingdao University of Science and Technology,Qingdao Shandong 266061,China)

机构地区：[1]山东科技大学,山东青岛266590 [2]青岛市政空间开发集团有限公司,山东青岛266003 [3]青岛地铁集团有限公司第一建设分公司,山东青岛266035 [4]青岛科技大学,山东青岛266061

出　　处：《山西建筑》2024年第22期55-59,共5页Shanxi Architecture

基　　金：国家自然科学基金资助项目(10672091)。

摘　　要：文章介绍了地铁高大模板支撑体系的基本结构及其在施工中的重要作用,随后分析了影响支撑体系稳定性的主要因素,包括设计不合理、施工质量问题、材料性能不达标等。结合实际工程案例,对地铁高大模板支撑体系在不同工况下的稳定性进行了数据监测,并结合理论计算,探讨了稳定性分析在施工过程中的实际应用价值。The article first introduces the basic structure of tall formwork support systems used in subway projects and their significant role in the construction process.It then analyzes the main factors affecting the stability of the support system,including unreasonable design,construction quality issues,and substandard material performance.Subsequently,the paper combines actual engineering cases to monitor the stability of tall formwork support systems under different working conditions,and along with theoretical calculations,discusses the practical application value of stability analysis during the construction process.

关 键 词：高大模板 明挖车站 模板稳定性 

分 类 号：TU312.1[建筑科学—结构工程]