有限场地条件下盾构机整体吊装技术研究
王 飞1, 3,刘孟波2,陈 龙3,刘 文3,汤林猛3

1)北京交通大学经济管理学院,北京 100044; 2)同济大学土木工程学院,上海 200092; 3)中建三局第一建设工程有限责任公司,湖北武汉 430040

隧道工程; 隧道盾构技术; 有限场地; 整体吊装; 安全性计算; 牵引力; 吊装设备基础; 均载板; 深圳地铁

Integral hoisting technology of tunnel boring machine in limited space
Wang Fei1, 3, Liu Mengbo2, Chen Long3, Liu Wen3, and Tang Linmeng2

1)School of Economics and Management, Beijing Jiaotong University, Beijing 100044, P.R.China 2)College of Civil Engineering, Tongji University, Shanghai 200092, P.R.China 3)The First Construction Engineering Co.Ltd., China Construction Third Engineering Bureau, Wuhan 430040, Hubei Province, P.R.China

tunnel engineering; tunnel boring technology; limited space; integral hoisting; safety calculation; traction; foundation of hoist machine; uniformly distributed load plate; Shenzhen metro

DOI: 10.3724/SP.J.1249.2016.03317

备注

以深圳地铁9号线有限场地下的盾构整体吊装应用为背景,提出盾构机整体吊装流程,探讨了整体吊装设备的结构性能,对其结构配置、牵引力系统提出改进意见. 针对在有限场地不能满足施作吊装设备基础条件的情况,分析采用均载板作为整体吊装设备基础施工的安全性,均载板最大Mises应力为24.58 MPa,最大变形为64 mm,满足强度及刚度要求. 实施结果表明,所选盾构机整体吊装设备及过程能满足可行性和安全性要求,提出的整体吊装措施安全可靠,可为类似工程提供借鉴.

In order to realize the integral hoisting of the tunnel boring machine in the limited space of Shenzhen Metro Line 9, a hoisting process of tunnel boring machine is put forward, and the security of hoisting equipment is analyzed. Some suggestions for the design of integral hoist equipment and traction system are presented. Regarding to the problem of the integral hoisting of tunnel boring machine under the condition of limited space where the foundation couldn't be conducted, a uniformly distributed load plate application is analyzed, and the results show that its maximum Mises stress is 24.58 MPa, and the maximum deformation is 64 mm, which could meet the requirements of strength and rigidity. Practice indicates that the hoisting process of tunnel boring machine and the measures of integral hoist can meet the needs of feasibility and safety. It provides a valuable reference for the similar projects.

·