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STATIC CRUSHED MATERIAL EXCAVATION METHOD

机译:静态破碎材料开挖方法

摘要

PROBLEM TO BE SOLVED: To provide a static crushed material excavation method suitably applicable to particularly a tunnel widening method by easily securing a working space for a construction working vehicle such as a back hoe in a tunnel without needing blasting or a frame.;SOLUTION: A plurality of first excavated holes 22 are excavated using a flexible boring rod 3 along the outline of an excavation predetermined region 2Z, and a plurality of second excavated holes 23 are excavated using a flexible boring rod 4 in prescribed regions (regions A, B, or the like) inside the outline of the excavated predetermined region 2Z. An expansion material Mb is filled in the second excavated holes 23, and the filled expansion material Mb is expanded. Excavation of the second excavated holes 23, filling of the expansion material Mb and the expansion of the expansion material Mb are repeated until the whole region of the excavation predetermined region 2 whose outline is specified by the plurality of first excavated holes 22 is removed.;COPYRIGHT: (C)2004,JPO
机译:解决的问题:提供一种适用于特别是隧道加宽方法的静态压碎材料开挖方法,该方法可通过轻松确保隧道中的反铲等建筑作业车辆的工作空间而无需爆破或框架来解决;解决方案:使用柔性镗杆3沿着开挖预定区域2Z的轮廓开挖多个第一开挖孔22,并且使用柔性镗杆4在规定区域(区域A,B,等)在挖掘出的预定区域2Z的轮廓内。膨胀材料Mb填充在第二挖掘孔23中,并且填充的膨胀材料Mb膨胀。重复进行第二挖掘孔23的开挖,膨胀材料Mb的填充和膨胀材料Mb的膨胀,直到去除轮廓预定区域2的轮廓,该预定区域2的轮廓由多个第一挖掘孔22确定。版权:(C)2004,日本特许厅

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