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CONSTRUCTION METHOD FOR LARGE CAVITY SECTION AT ULTRA-DEEP UNDERGROUND

机译:超深地下大空洞段的施工方法

摘要

PURPOSE:To easily perform construction by fitting a drilling machine to a guide pipe vertically provided in a large-diameter vertical shaft, forming a large cavity section, and applying lining on the inner wall face of the large cavity section with a spraying machine fitted to the guide pipe. CONSTITUTION:A hollow guide pipe 2 is erected at the center of a small- diameter vertical shaft, a guide wall 3 is constructed around the opening side of the small-diameter vertical shaft, and the inner side is expanded and drilled. A rotary drilling machine is coupled on the outer periphery of the pipe 2, the periphery of the small-diameter vertical shaft is expanded via mud water drilling by the drilling machine 5 to the preset depth to construct a large-diameter vertical shaft 4. A large cavity section 14 is dug by a reclaimer type drilling machine 13 fitted rotatably and movably along the pipe 2, and the drilled sediment is discharged on the ground by an elevator provided in the pipe 2. Lining is applied to the inner wall face of the large cavity section 14 by a spraying machine 15 fitted rotatably and movably along the pipe 2.
机译:目的:通过将钻床安装到垂直设置在大直径垂直轴中的导管上,形成大空腔部分,并使用安装在上面的喷涂机在大空腔部分的内壁面上涂衬料,来轻松进行施工导管。组成:空心导管2竖立在小直径竖井的中心,在小直径竖井的开口侧周围构造了一个导向壁3,内侧被扩大和钻孔。旋转钻机连接在管2的外周上,小直径垂直轴的周边通过钻机5的泥水钻探而膨胀到预设深度,以构造大直径竖直轴4。大空腔部分14由沿管道2可旋转和可移动地安装的取料机式钻孔机13挖出,并且通过管道2中设置的升降机将钻孔的沉积物排放到地面上。大空腔部分14由沿着管2可旋转和可移动地安装的喷涂机15构成。

著录项

  • 公开/公告号JPH02101290A

    专利类型

  • 公开/公告日1990-04-13

    原文格式PDF

  • 申请/专利权人 MITSUI CONSTR CO LTD;

    申请/专利号JP19880250902

  • 发明设计人 INOUE KAZUTOSHI;

    申请日1988-10-06

  • 分类号E21D1/03;E21D1/06;

  • 国家 JP

  • 入库时间 2022-08-22 06:26:36

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