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盘扣式满堂支架组合对顶支撑体系在地铁站出入口施工的应用研究

Application Research on the Combination of Buckle Type Full Hall Support and Top Support System in the Construction of Subway Station Entrances and Exits

  • 摘要: 随着科技的发展和社会的进步,盘扣式钢管支架作为结构的支撑体系,在保障施工安全和施工质量方面发挥着越来越大的作用。但是,传统地铁车站出入口结构施工时,须拆除支撑后方可施工顶板,这一施工流程不可避免地涉及换撑工序。若采用常规设计方案的Φ609 mm进行钢管换撑,将不便于现场的施工安装和拆除作业。特别是顶板施工完成后,在无机械吊装条件下,人工拆除钢管支撑的施工风险大,容易发生物体打击,从而造成人身伤害风险。本文以广州市城市轨道交通三号线东延段石碁南站工程项目为例,通过分析国内外常规做法,对换撑工艺进行优化:在C、D出入口顶管始发井结构施工中,将钢管换撑优化为盘扣式满堂支架组合对顶支撑体系,以替代传统的盘扣钢管对顶方式。实践结果表明,用本技术进行施工时,基坑的最大变形值为23.57 mm,对顶区域的最大变形值约为9.38 mm,对顶钢管的最大轴力值为108.46 kN,各项指标均满足规范要求。盘扣式满堂支架组合对顶支撑体系通过现代化有限元软件进行分析,并结合丰富的施工经验,借助施工监测信息化手段对施工过程进行动态指导,成功完成了结构施工任务。实际应用效果表明,该技术具有良好的经济性和技术性指标,可为今后类似工程提供有益的借鉴经验。

     

    Abstract: With the development of technology and social progress, the buckle type steel pipe support, as a structural support system, plays an increasingly important role in ensuring construction safety and quality. However, during the construction of the entrance and exit structures of traditional subway stations, the supports must be removed before the roof can be constructed, which inevitably involves the process of replacing the supports. If the conventional design scheme of replacing steel pipe supports with a diameter of 609 mm is adopted, it will be inconvenient for on-site construction, installation, and dismantling operations. Especially after the completion of the roof construction, there is a high risk of manual dismantling of steel pipe supports without mechanical lifting conditions, which can easily cause biological strikes and pose a risk of personal injury. This article takes the Shiqi South Station project of Guangzhou Urban Rail Transit Line 3 East Extension as an example. By analyzing the conventional practices at home and abroad, the replacement support technology is optimized: in the construction of the top pipe starting well structure at the C and D entrances and exits, the steel pipe replacement support is optimized into a fully supported combination of plate buckle brackets to replace the traditional plate buckle steel pipe support method. The practical results show that when using this technology for construction, the maximum deformation value of the foundation pit is 23.57 mm, the maximum deformation value of the top area is about 9.38 mm, and the maximum axial force value of the top steel pipe is 108.46 kN. All indicators meet the requirements of the specifications. The combination of buckle type full hall bracket and top support system was analyzed using modern finite element software, combined with rich construction experience and dynamic guidance of the construction process through construction monitoring information technology, successfully completing the structural construction task. The actual application effect shows that this technology has good economic and technical indicators, and can provide useful reference experience for similar projects in the future.

     

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