地铁隧道施工中盾构机进退场吊装技术案例研究  

Case Study on Hoisting Technology of Shield Machine in Subway Tunnel Construction

作　　者：刘帅 孟康[1,2] 冯新 周晶[1,2] LIU Shuai;MENG Kang;FENG Xin;ZHOU Jing(State Key Laboratory of Coastal and Offshore Engineering,Dalian University of Technology,Dalian,Liaoning 116024,China;Engineering Seismic Research Institute,College of Water Conservancy Engineering,Faculty Infrastructure Engineering,Dalian University of Technology,Dalian,Liaoning 116024,China;City Institute,Dalian University of Technology,Dalian,Liaoning 116600,China)

机构地区：[1]大连理工大学海岸与近海工程国家重点实验室,辽宁大连116024 [2]大连理工大学建设工程学部水利工程学院工程抗震研究所,辽宁大连116024 [3]大连理工大学城市学院,辽宁大连116600

出　　处：《施工技术》2020年第23期61-64,119,共5页Construction Technology

基　　金：国家重点研发计划课题(2016YFC0802402);国家重点基础研究发展计划项目(2011CB013702)。

摘　　要：盾构机作为隧道施工中常用的施工机械,在进场、退场过程中吊装技术要求高、风险大。从工程实际出发,从盾构机的选型、吊装管理及流程、安全施工保障、吊装能力计算等几个方面入手,依托理论计算验证,对盾构机的进退场吊装方案进行分析,保障盾构施工安全。As a common construction machinery in tunnel construction,shield machine has high technical requirements and high risk in the process of entering and leaving the site. This paper analyzes the lifting scheme of shield machine in and out of the field to ensure the safety of shield construction starting from the actual project,the selection of shield machine,hoisting management and process,safety construction guarantee,hoisting capacity calculation and other aspects.

关 键 词：地铁 盾构 吊装 施工技术 

分 类 号：U455.43[建筑科学—桥梁与隧道工程] U231.3[交通运输工程—道路与铁道工程]