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SHAFT CONSTRUCTION METHOD AND SHAFT STRUCTURE ON SLOPED GROUND

机译:倾斜地面的竖井施工方法及竖井结构

摘要

PROBLEM TO BE SOLVED: To provide a shaft construction method and a shaft structure on sloped ground which can reduce work labor, working hours and construction cost and successfully prevent sliding of an upper layer ground and falling forward of an inverted lining wall at the upper part of a shaft.;SOLUTION: In a shaft construction method, ground improvement processing is performed to an outside peripheral edge, which includes an upper part in an inclined direction, of an opening of vertical hole drilled in a ground 1 with a sloped surface by adding cement or a cement-based solidification material, and the vertical hole is formed by drilling downward in stages in the surrounded ground including an inner peripheral surface of a horseshoe-shaped ground 3 subjected to the improvement processing, while an inverted lining wall 4 including a concrete material is formed on an inner peripheral surface of the vertical hole, which is repeated each time the drilling at the each stage is completed, and the inverted lining wall 4, which is connected and integrated with the ground subjected to the improvement processing, is formed to the target depth.;COPYRIGHT: (C)2015,JPO&INPIT
机译:要解决的问题:提供一种在倾斜地面上的井筒施工方法和井筒结构,可以减少工作量,工作时间和施工成本,并成功地防止上层地面的滑动和上部的倒衬墙的前倾。解决方案:在轴的构造方法中,对在具有倾斜表面的地面1中钻出的垂直孔的开口通过倾斜的方式对包括倾斜方向上的上部的外周边缘进行地面改善处理。通过添加水泥或水泥基凝固材料,在包括进行了改良处理的马蹄形地面3的内周面的周围地面上,向下阶段钻削而形成竖直孔,而在包括该地面的倒衬壁4中,在垂直孔的内周表面上形成混凝土材料,每次完成每个阶段的钻孔时都要重复一次;和与经过改良处理的地面连接并整合在一起的倒衬墙4形成为目标深度。;版权:(C)2015,JPO&INPIT

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