首页> 外国专利> PRE-STRESSING TUNNELING METHOD USING A PRE-STRESSED SUPPORT AND A DEVICE THEREFOR USING A TENSILE JACK

PRE-STRESSING TUNNELING METHOD USING A PRE-STRESSED SUPPORT AND A DEVICE THEREFOR USING A TENSILE JACK

机译:使用预应力支撑的预应力隧道方法及其使用拉力顶杆的装置

摘要

PURPOSE: A pre-stressing tunneling method using a pre-stressed support, and a device therefor are provided to reduce the thickness of a shotcrete support and to be used for constructing a large-section tunnel.;CONSTITUTION: A pre-stressing tunneling method using a pre-stressed support is as follows. A pilot tunnel is excavated in a large-section tunnel. Multiple boreholes are radially formed in the pilot tunnel in order to install pre-stressed supports. The pre-stressed supports are inserted into the boreholes, and the boreholes are grouted and cured. The pre-stressed supports are tensed using tensile jacks(30).;COPYRIGHT KIPO 2011
机译:目的:提供一种使用预应力支座的预应力隧道方法,以及一种用于减小喷射混凝土支座厚度并用于建造大断面隧道的装置。构成:一种预应力隧道法使用预应力支架的方法如下。在大断面隧道中开挖了引燃隧道。为了安装预应力支座,在先导隧道中形成了多个钻孔。将预应力支架插入钻孔中,并对钻孔进行灌浆和固化。使用拉力千斤顶(30)拉紧预应力支架。; COPYRIGHT KIPO 2011

著录项

  • 公开/公告号KR20110005577A

    专利类型

  • 公开/公告日2011-01-18

    原文格式PDF

  • 申请/专利权人 HYUN E&C;SEO DONG HYUN;

    申请/专利号KR20090063207

  • 发明设计人 SEO DONG HYUN;PARK SANG DO;KIM NAM HYUK;

    申请日2009-07-10

  • 分类号E21D9/04;E21D11/18;

  • 国家 KR

  • 入库时间 2022-08-21 17:52:44

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