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WORKING FACE STABILIZATION METHOD FOR SHIELD TUNNELING METHOD AND WORKING FACE RETAINING MUDDY WATER

机译:盾构掘进法的工作面稳定方法及工作面挡泥水

摘要

PROBLEM TO BE SOLVED: To provide a working face stabilization method for shield TUNNEL ING method and a working face retaining muddy water allowing a stable excavation work by satisfactorily retaining a working face.;SOLUTION: In this working face retaining muddy water 4, fine particle contents contained in the ground 2 under excavation is mixed to bentonite and an acrylamide-based polymer coagulant with a specific gravity of 1-1.5 and a funnel coefficient of 60 seconds or less. The working face retaining muddy water 4 containing such materials is penetrated among particles in the ground 2 without forming a muddy film on the working face, but its penetration area 1 is limited. It is determined by the penetration resistance generated in the penetration of the muddy water 4 to among the particles in the ground 2 and the muddy water pressure of the muddy water 4. When the balance of the penetration resistance with the muddy water pressure is held, the penetration is ended.;COPYRIGHT: (C)2003,JPO
机译:解决的问题:提供一种用于盾构隧道法的工作面稳定方法以及一种保持泥水的工作面,从而通过令人满意地保持工作面来进行稳定的开挖工作;解决方案:在该工作面中,保持泥水4,细颗粒挖掘时的地面2中所含的内含物与膨润土和比重为1-1.5且漏斗系数为60秒以下的丙烯酰胺类聚合物凝结剂混合。保留有包含这种物质的泥水4的工作面渗透到地面2中的颗粒之间,而没有在工作面上形成泥膜,但是其渗透面积1受到限制。它是由在泥水4渗透到地面2中的颗粒之间时产生的渗透阻力和泥水4的泥水压力确定的。当保持渗透阻力与泥水压力的平衡时,渗透已结束。;版权所有:(C)2003,日本特许厅

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