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Multi-layer Composite Shotcrete Tunnel Lining and Construction Method therefor

机译:多层复合喷射混凝土隧道衬砌及其施工方法

摘要

The present invention is a function of the tunnel lining by placing the shotcrete to demonstrate the different features and performance with a multi-layer while maximizing the shotcrete tunnel lining of the multi-layer composite cross-sectional structure of a new structure which can reduce material costs, the present invention relates to the application method. ; in the present invention, a shotcrete tunnel lining formed in the excavation surface of the tunnel, so as to prevent falling off or collapse of the excavation surface of cement, and water and aggregates containing an accelerator for expressing a desired early strength Shotcrete blown off early strength that is attached directly to the excavation of the tunnel shotcrete layer consists of the expression (10), the early strength development shotcrete layer 10 is formed over for Zibo blown off by forming a permanent expression of the long-term strength and toughness jibojae shotcrete layer 20 with shotcrete tunnel lining of the multi-layer composite, characterized in that the cross-sectional structure having a multi-layered structure consisting of, and their construction methods are provided.
机译:本发明是隧道衬砌的功能,其通过放置喷射混凝土以展示多层的不同特征和性能,同时最大化可减少材料的新结构的多层复合横截面结构的喷射混凝土衬砌的最大化。成本,本发明涉及施用方法。 ;在本发明中,在隧道的开挖表面上形成喷射混凝土隧道衬里,以防止水泥的开挖表面掉落或塌陷,并且水和骨料包含用于表达期望的早期强度的促进剂。直接与隧道喷射混凝土开挖有关的强度由表达式(10)组成,通过形成长期强度和韧性吉博海喷射混凝土的永久表达式,形成早期强度发展喷射混凝土层10以用于淄博吹散该多层复合物具有喷射混凝土隧道衬砌的层20,其特征在于,提供具有由多层结构组成的截面结构及其构造方法。

著录项

  • 公开/公告号KR100693794B1

    专利类型

  • 公开/公告日2007-03-13

    原文格式PDF

  • 申请/专利权人

    申请/专利号KR20050074280

  • 发明设计人 배규진;임종진;신휴성;

    申请日2005-08-12

  • 分类号E21D11/00;

  • 国家 KR

  • 入库时间 2022-08-21 20:32:43

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