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Shield Equipment Optimization and Construction Control Technology in Water-Rich and Sandy Cobble Stratum: A Case Study of the First Yellow River Metro Tunnel Undercrossing

机译:盾构设备优化和砂岩鹅卵石阶层的施工控制技术 - 以黄河地铁隧道欠交易

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摘要

The Lanzhou Yellow River Tunnel is the first metro shield tunnel that undercrosses the Yellow River in China. It was completed after successfully overcoming several construction challenges, including strata with a high proportion of large-sized sandy cobble stratum being saturated, large-scale sand pits along the bank of the Yellow River, and a combination of boulders and erratic blocks of rock. Given the difficulties in constructing the tunnel, this paper summarizes the scheme employed to transform the cutter and cutter head design to be applicable to sandy cobble stratum and the key technology used to form the slurry film to facilitate crossing the sand pits in a systematic way. The transformation scheme primarily involved the addition of an adjusting device to control the aperture ratio of the shield on the cutter head, a protective device for the hob hub, and a protective device for the piston rod in the oil cylinder of the crusher. The implementation of measures mentioned above guarantees the safe completion of the tunnel, which can provide a reference for similar projects.
机译:兰州黄河隧道是第一批地铁盾隧道,在中国的黄河下面。在成功克服了几种施工挑战之后,包括具有高比例的大型砂质鹅卵石层的地层,沿着黄河岸的大型沙坑,以及巨石和岩石块的组合。鉴于构建隧道的困难,本文总结了采用的方案改变切割器和切割器头部设计,适用于砂质鹅卵石层和用于形成浆料薄膜的关键技术,以便于系统的方式穿过砂坑。变换方案主要涉及添加调节装置,以控制切割器头部的屏蔽的孔径比,滚板毂的保护装置,以及用于破碎机的油缸中的活塞杆的保护装置。上述措施的实施保证了隧道的安全完成,这可以为类似项目提供参考。

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