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Construction method of traffic line shield tunnel and large section underground space

机译:交通线盾构隧道及大断面地下空间的施工方法

摘要

PROBLEM TO BE SOLVED: To curtail a construction period and keep reinforcement to an underground start base to a small scale, by constructing an outer shell shield tunnel without interfering with other construction work processes.SOLUTION: A construction method of a large cross-section underground space, includes the following steps for: having a ramp shield tunnel 12 reach a prescribed destination position; excavating a traffic line shield tunnel 3 from the ramp shield tunnel 12 toward an underground start base 15 constructed in a circumferential direction of a main line shield tunnel 11; placing an outer shell shield machine 14 at a prescribed starting position in the underground start base 15, by transferring the outer shell shield machine 14 in the traffic line shield tunnel 3 toward the underground start base 15 from the ramp shield tunnel 12, after the traffic line shield tunnel 3 reaches the underground start base 15; and forming an outer shell shield tunnel 13 by excavating with the outer shell shield machine 14.SELECTED DRAWING: Figure 3
机译:解决的问题:通过建造一个不影响其他施工过程的外壳盾构隧道来减少施工时间并在较小范围内加固地下起跑器解决方案:一种大截面地下施工方法该空间包括以下步骤:使斜坡盾构隧道12到达规定的目的地位置;从坡道盾构隧道12向沿主线盾构隧道11的圆周方向构造的地下起始基座15开挖交通线路盾构隧道3;在交通之后,通过将交通线屏蔽隧道3中的外壳屏蔽机14从坡道屏蔽隧道12朝向地下启动基座15转移,将外壳屏蔽机14放置在地下启动基座15中的指定起始位置处。线盾隧道3到达地下起始基座15。并用外壳防护机14开挖形成外壳防护通道13。

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