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The tunnel application manner null in the shielded tunnelling machine and the shielded

机译:隧道掘进机中的隧道应用方式无效

摘要

PROBLEM TO BE SOLVED: To provide an execution method capable of easily changing the curvature by arranging a specified number of excavating and advancing machine bodies adjacent to each other while deviating them from one another in the longitudinal direction successively from one side to adjust the thrust of respectively provided propulsion jacks. ;SOLUTION: Cutter heads 1A-1C are provided adjacent to each other on a tip part of first to third excavating and advancing machine bodies 2A-2C of different length in a shield machine 1. The cutter heads 1A-1C are arranged at the position successively deviated backward by the difference in length of the first to third excavating and advancing machine bodies 2A-2C, and propulsion jacks 3-5 are arranged on the circumference with specified intervals. An auxiliary blade 6 to be advanced/retracted to/from the ground G side at a specified angle α is provided on a side part of the third excavating and advancing machine body 2C. A curved tunnel of different curvature can be executed while keeping a specified propulsion force by adjusting the propulsion force of the propulsion jacks 3-5, and the curvature can be easily changed. The smooth execution can be effected by projecting the auxiliary blade 6.;COPYRIGHT: (C)2000,JPO
机译:解决的问题:提供一种执行方法,该方法能够通过将指定数量的挖掘和前进的机器本体彼此相邻地布置,同时在纵向上从一侧彼此连续地偏移彼此,以调节推力,从而容易地改变曲率。分别提供推进千斤顶。 ;解决方案:切割头1A-1C彼此相邻地设置在屏蔽机1中不同长度的第一至第三挖掘和前进机械主体2A-2C的尖端部分上。切割头1A-1C布置在该位置通过第一至第三挖掘和前进机械主体2A-2C的长度差连续地向后偏离,并且在圆周上以特定间隔布置推进千斤顶3-5。辅助刀片6以特定角度α向地面G侧前进/从地面G侧退回。在第三掘进机主体2C的侧部上设置有“ P”。通过调整推进千斤顶3-5的推进力,可以在保持规定的推进力的状态下进行曲率不同的弯曲隧道,并且可以容易地改变曲率。可以通过伸出辅助刀片6来实现平稳执行。版权所有:(C)2000,JPO

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