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隧道建设(中英文) ›› 2024, Vol. 44 ›› Issue (6): 1305-1312.DOI: 10.3973/j.issn.2096-4498.2024.06.017

• 施工技术 • 上一篇    下一篇

预制综合管廊U盾架管机施工技术研究与应用

薛广记1, 2, 董志伟3, 巢利伟4, 马润波1, 沈超5   

  1. 1. 中铁工程装备集团有限公司, 河南 郑州 450016 2. 中铁高新工业股份有限公司城市地下空间开发技术与装备研发分中心, 河南 郑州 450016 3. 中国中铁股份有限公司雄安分公司, 河北 雄安 071800; 4. 中国中铁一局第二工程有限公司, 河北 唐山 063004 5. 中铁科工集团有限公司, 湖北 武汉 430070
  • 出版日期:2024-06-20 发布日期:2024-07-12
  • 作者简介:薛广记(1989—),男,山东巨野人,2015年毕业于济南大学,机械工程专业,硕士,高级工程师,现从事隧道与地下工程装备设计与研发工作。E-mail: 623187081@qq.com。

Research and Application of Construction Technology for U-Shaped Shield Pipe Erecting Machines in Prefabricated Utility Tunnels

XUE Guangji1, 2, DONG Zhiwei3, CHAO Liwei4, MA Runbo1, SHEN Chao5   

  1. (1. China Railway Engineering Equipment Group Co., Ltd., Zhengzhou 450016, Henan, China; 2. Urban Underground Space Development Technology and Equipment Research and Development Sub-center, China Railway Hi-Tech Industry Co., Ltd., Zhengzhou 450016, Henan, China; 3. China Railway Group Limited Xiongan Branch, Xiongan 071800, Hebei, China; 4. China Railway First Group Second Engineering Co., Ltd., Tangshan 063004, Hebei, China; 5. China Railway Science & Industry Group Co., Ltd., Wuhan 430070, Hubei, China)

     

  • Online:2024-06-20 Published:2024-07-12

摘要: 为探索预制综合管廊盾架一体化施工关键技术,提升预制综合管廊机械化施工水平及效率,以雄安新区某综合管廊项目为依托,对U盾架管机开挖、推进、调向等关键技术进行研究。通过构建U盾架管机推进受力模型,探索掌子面预留核心土对推进阻力的影响,得出不同断面管节所需的管节密封压紧力对应的核心土欠挖量,验证U盾架管机采用主顶油缸压紧管节密封的可行性;采用插刀、推板超欠挖进行辅助纠偏,联合主顶油缸、铰接油缸分组协同控制,将掘进姿态控制在±20 mm以内; 针对U盾架管机平、纵断面折线转弯工况,采用可调节环宽的楔形过渡桥施工技术,实现最大7.7°水平折线转弯、70‰纵坡折线转弯;同时,对U盾部分与架管机部分在掘进、调向、管节安装过程中的协同施工技术进行研究。现场应用试验表明: U盾架管机施工可以满足预制综合管廊沟槽开挖、设备推进、掘进调向、管节安装等工序的一体化施工需求。

关键词: 综合管廊, 施工装备, U盾架管机, 密封压紧力, 姿态控制, 折线转弯

Abstract: Primary technologies such as excavation, propulsion, and direction adjustment of the U-shaped shield pipe erecting machine are examined in a utility tunnel project in Xiongan. The objective is to explore the key technology of integrated shield excavation-pipe erection construction of prefabricated utility tunnels and improve the mechanized construction level and efficiency of prefabricated utility tunnels. A propulsion force model of the U-shaped shield pipe erecting machine is constructed to analyze the influence of the reserved core soil on improving propulsion resistance. The under-xcavated volume of the core soil corresponding to the sealing compressive force required by different sections of pipe is obtained from an established mathematical model to validate the feasibility of using the propulsion hydraulic cylinder to compress the sealing of the pipe joint in the U-shaped shield pipe erecting machine. Assisted by the insert cutters and propulsion plates for over- and under-excavation, the excavation attitude of the machine is controlled within ±20 mm under the coordinated control of jacking hydraulic cylinders and articulated hydraulic cylinders. Under horizontal and vertical broken-line turning conditions, a wedge-shaped transition bridge with adjustable ring width can realize 7.7° horizontal broken-line turning and 70 longitudinal broken-line turning of the U-shaped shield pipe erecting machine. Finally, the cooperative construction technology of the U-shaped shield and pipe erecting machine during excavation, direction adjustment, and pipe installation is explored. The U-shaped shield pipe erecting machine exhibits feasibility in excavation, propulsion, direction adjustment, and pipe installation of the prefabricated utility tunnels.

Key words: utility tunnel, construction equipment, Ushaped shield pipe erecting machine, sealing compressive force, attitude control, broken line turning