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Shield machine and shield tunneling method

机译:盾构机及盾构掘进方法

摘要

PROBLEM TO BE SOLVED: To favorably control a direction (posture) of a shield tunneling machine.SOLUTION: Chemical injection parts 13b are arranged at a top and bottom and left and right of an external periphery of a rear barrel plate 3b constituting a shield tunneling machine 1, and when bending a front barrel plate 3a of the shield tunneling machine 1 in order to correct a shield tunneling direction (posture) of the shield tunneling machine 1 on the soft cohesive ground, solution-type chemical injection materials are injected into the ground from the chemical injection parts 13b arranged at a side face opposite to the bending direction. By the injection pressure of the solution-type chemical injection materials, the front barrel plate 3a becomes easy to direct an initial bending direction, thereby the shield tunneling direction (posture) of the shield tunneling machine 1 can be favorably corrected.
机译:解决的问题:为了有利地控制盾构隧道机的方向(姿势)解决方案:化学注入部件13b布置在构成盾构隧道的后筒板3b的外围的顶部和底部以及左侧和右侧。为了校正盾构掘进机1在软粘性地面上的盾构掘进方向(姿势),在弯曲盾构掘进机1的前筒板3a时,将溶液型化学注入材料注入从布置在与弯曲方向相反的侧面上的化学注入部分13b磨削地。通过溶液型化学注入材料的注入压力,前筒板3a变得易于引导初始弯曲方向,从而可以有利地校正盾构掘进机1的盾构掘进方向(姿势)。

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