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Underground three-dimensional formation blast construction method

机译:地下三维地层爆破施工方法

摘要

PURPOSE: To excavate an underground space having a smooth wall surface with high executability when the space of a tunnel, etc., is excavated at a baserock by blasting. ;CONSTITUTION: When a bore hole 2 of a long hole shape and a blasting hole 3 of a circular shape are perforated at each specific interval along an outer peripheral side 1 of a scheduled tunnel T, the hole 2 is perforated at a part in which a discontinuous surface 5 such as a joint, a fault, etc., existing at the baserock is crossed at the side 1, and the hole 3 is perforated at a position shorter than a distance from an end of the bore hole to the surface 5 along the side. Gunpowder is charged in the hole 3 and blasted to form a tunnel wall surface along the side 1 and to excavate the baserock surrounded by the wall surface by blasting.;COPYRIGHT: (C)1995,JPO
机译:目的:在通过爆破在基岩中开挖隧道等空间时,开挖具有光滑壁面且可执行性高的地下空间。 ;构成:当沿预定隧道T的外周侧1在每个特定间隔开有长孔形的钻孔2和圆形的爆破孔3时,孔2的一部分被打孔。存在于基岩处的不连续表面5(例如节理,断层等)在侧面1上交叉,并且孔3的穿孔位置比从钻孔的一端到表面5的距离短。沿着侧面。火药装入孔3中,并沿侧面1爆破以形成隧道壁面,并通过爆破开挖包围该壁面的基岩。版权所有:(C)1995,JPO

著录项

  • 公开/公告号JP3119979B2

    专利类型

  • 公开/公告日2000-12-25

    原文格式PDF

  • 申请/专利权人 株式会社奥村組;

    申请/专利号JP19930269830

  • 发明设计人 桝本 正;萩森 健治;

    申请日1993-10-01

  • 分类号F42D1/00;E21D9/00;

  • 国家 JP

  • 入库时间 2022-08-22 01:29:07

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