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地下工程模块化空间网架装配式支护技术

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针对地下空间机械化施工开挖空间大、暴露时间长、围岩劣化变形易发生安全事故的问题,提出一种适用于暗挖隧道支护的新型空间钢网结构,并在广州地铁番禺广场暗挖隧道开展现场测试应用.空间网架结构以高强无缝钢管为主受力件,π形筋和U形筋为架立件,单元模块构件采用焊接连接,各结构模块间采用法兰盘高强螺栓连接.现场应用结果表明:该装配式钢网结构安全可靠、工艺可行,可实现工厂预制加工及现场快速拆装,较传统工字钢拼装工效提高66%,形成支护受力时间提高90.5%,拱顶最大沉降变形量降低32.9%,周边最大收敛值降低33.6%,地表最大沉降变形值降低31.5%;结构运行期间实测各部位钢管应力值均远低于Q420 钢材的屈服强度.新型空间网架支护结构,可快速发挥支护能力,有效抑制围岩变形,并且结构受力变形合理.
Modular Spatial Steel Mesh Prefabricated Support Technology for Underground Engineering
Aiming at the problems of large excavation space,long exposure time,and easy occurrence of safety accidents due to the deterioration and deformation of surrounding rock in mechanized construction of underground space,a new type of spatial steel mesh structure suitable for supporting underground tunnels is proposed,and on-site testing and application are carried out in the Panyu Square underground tunnel of Guangzhou Metro.A spatial steel mesh structure with a high-strength seamless steel pipe as a main stress piece and a π-shaped reinforcement and a U-shaped reinforcement as an erection piece,wherein the unit module components are connected by welding,and the structural modules are connected by flange high-strength bolts.The field application results show that:(1)the prefabricated steel mesh structure is safe and reliable,the process is feasible,it can be prefabricated in the factory and quickly disassembled and assembled in the field,compared with the traditional I-beam assembly,the work efficiency is increased by 66%,the time of forming support stress is increased by 90.5%,the maximum settlement deformation of the vault is reduced by 32.9%,and the maximum convergence value of the periphery is reduced by 33.6%,the maximum ground settlement deformation value is reduced by 31.5%.(2)The measured stress values of steel pipes in various parts during the operation of the structure are far lower than the yield strength of Q420 steel.The new spatial steel mesh support structure can quickly form the support capacity,effectively inhibit the deformation of surrounding rock,and the stress deformation of the structure is reasonable.

underground engineeringprefabricatedsteel mesh structuresupport technology

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中铁十一局集团第一工程有限公司 湖北襄阳 441104

地下工程 装配式 钢网结构 支护技术

2024

铁道建筑技术
中国铁道建筑总公司

铁道建筑技术

影响因子:0.539
ISSN:1009-4539
年,卷(期):2024.(8)