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EXCAVATING METHOD AND EXCAVATING DEVICE IN THICK MUD TYPE OR MUD PRESSURE TYPE CONSTRUCTION METHOD

机译:厚泥型或泥浆压力型施工方法的开挖方法及开挖装置

摘要

PROBLEM TO BE SOLVED: To provide an excavating method and an excavating device characterized by incorporating a means for continuously crushing excavated gravel content into small pieces as primary and secondary crushing means or as a primary crushing means according to soil quality.;SOLUTION: In this excavating method in a thick mud type or mud pressure type construction method, a primary crushing is performed for gravel excavated on a tip excavation side by the first half part of the excavating device 40, and a secondary crushing is performed by the latter half part of the excavating device 40. Or the primary crushing is not performed for the gravel excavated on the tip excavation side by the first half part of the excavating device 40 and performed for the gravel by the latter part of the excavating device 40.;COPYRIGHT: (C)2003,JPO
机译:解决的问题:提供一种挖掘方法和挖掘设备,其特征在于,该方法和挖掘设备包括用于将挖掘的砾石内容物连续破碎成小块的装置,以作为第一和第二破碎装置,或者根据土壤质量作为第一破碎装置。在稠泥型或泥浆压力型施工方法中的开挖方法中,由开挖装置40的前半部分对在顶端开挖侧开挖的砾石进行一次破碎,而在开挖设备40的后半部分进行二次破碎。否则,不对由挖土装置40的前半部分在前端挖方挖出的砾石进行初步破碎,而由挖土装置40的后半部对砾石进行初步破碎。 C)2003年,日本特许厅

著录项

  • 公开/公告号JP2003184488A

    专利类型

  • 公开/公告日2003-07-03

    原文格式PDF

  • 申请/专利权人 HANSHIN KENSETSU CO LTD;

    申请/专利号JP20020136047

  • 发明设计人 HAYASHI RYUJI;SABI YOSHIAKI;FUKUDA KOJI;

    申请日2002-05-10

  • 分类号E21D9/12;

  • 国家 JP

  • 入库时间 2022-08-22 00:15:25

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