大跨度钢桁架连廊分片整体吊装技术与施工模拟  

Hoisting construction technology and construction simulation of long span steel truss gallery

作　　者：李肖[1] 崔博娟 张元植 LI Xiao;CUI Bojuan;ZHANG Yuanzhi(School of Architecture and Civil Engineering, Liaocheng University, Liaocheng 252059 , China;Qindao College,Qingdao University of Technology,Qingdao 266106 ,China;Sichuan Institute of Building Research, Chengdu 610081, China)

机构地区：[1]聊城大学建筑工程学院,山东聊城252059 [2]青岛理工大学琴岛学院建筑系,山东青岛266106 [3]四川省建筑科学研究院,四川成都610081

出　　处：《四川建筑科学研究》2018年第6期118-123,共6页Sichuan Building Science

摘　　要：某大跨度钢桁架连廊因施工条件的限制,常规吊装方法不适用。本文结合现场条件提出了分片吊装方法。结合项目特点,首先介绍了分片整体吊装法的施工流程与技术要点,然后针对该施工方法的每个工况进行了施工模拟计算并进行了分析。最后介绍了施工过程的实时监测内容。Due to its complexity and particularity of the construction of a long span steel truss gallery,the conventional method is not suitable to install.Based on the characteristic of the project,construction process and technical key point of steel truss gallery integral hoisting construction technology was firstly introduced.Then,construction simulation was conducted and analyzed on every working condition of the hoisting construction method.Finally,the content and arrangement of structural real-time monitor on this project was introduced.

关 键 词：安装工程 吊装技术 施工模拟 监测 

分 类 号：TU758.1[建筑科学—建筑技术科学]