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OPEN SHIELD MACHINE AND METHOD FOR CONSTRUCTING CAISSON FOUNDATION FOR OPEN SHIELD TUNNELING METHOD

机译:敞开式隧道掘进机的沉井基础施工方法

摘要

PROBLEM TO BE SOLVED: To obtain a method for constructing a caisson foundation for an open shield tunneling method, which enables the caisson foundation to be safely constructed in a series of steps of the open shield tunneling method while being hardly affected by surroundings and which hardly causes the disorder of the foundation when a concrete caisson is laid by the open shield tunneling method; and to obtain an open shield machine.;SOLUTION: The open shield machine 1, which has a sole plate 1b arranged in such a lower height position as to be located at a lower end of a soft ground layer, is used. In the open shield tunneling method, ground below the concrete caisson 4 is excavated to a depth greater than the installation depth of the concrete caisson 4; the open shield machine 1 excavates by the dimensions of the one concrete caisson 4; and subsequently, this excavated section is soil-improved by foundation crushed stone and a backfill grouting material, so that the caisson foundation 12 can be constructed below a location where the concrete caisson is to be laid.;COPYRIGHT: (C)2011,JPO&INPIT
机译:要解决的问题:获得一种用于开放式盾构隧道法的沉箱基础的建造方法,该方法使得该沉箱基础能够在开放式盾构法的一系列步骤中安全地建造,而几乎不受周围环境的影响,并且几乎不受周围环境的影响。用明挖盾构法浇筑混凝土沉箱时会引起地基的混乱;解决方案:使用敞开式屏蔽机1,该敞开式屏蔽机1具有布置在较低高度位置的底板1b,该底板1b位于软接地层的下端。在敞开式盾构隧道法中,将混凝土沉箱4下方的地面开挖到比混凝土沉箱4的安装深度大的深度。开盾机1按一个混凝土沉箱4的尺寸开挖。随后,该开挖段通过基础碎石和回填灌浆材料对土壤进行了改良,因此可以在要铺设混凝土沉箱的位置下方建造沉箱基础12。版权所有:(C)2011,JPO&INPIT

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