首页> 外国专利> THE FOUNDATION REINFORCEMENT METHOD OF HAVING USED COMPOSITE FIBERGLASS REINFORCED PLASTIC REINFORCEMENT TYPE GROUTING EQUIPMENT AND THIS EQUIPMENT METHOD FOR A TUNNEL AND SLOPE

THE FOUNDATION REINFORCEMENT METHOD OF HAVING USED COMPOSITE FIBERGLASS REINFORCED PLASTIC REINFORCEMENT TYPE GROUTING EQUIPMENT AND THIS EQUIPMENT METHOD FOR A TUNNEL AND SLOPE

机译:隧道和边坡采用复合玻璃纤维增​​强塑料增强型灌浆设备的基础加固方法及该设备方法

摘要

The present invention reinforces the ground in order to suppress the loosening or collapse of the ground, block the groundwater flowing out through the soil layer and rock layer around the tunnel excavation surface, and injects a polymer polyurethane injection material using a triple pipe to reinforce the surrounding ground It is an object of the present invention to provide a composite fiber reinforced plastic reinforced grouting device for tunnels and slopes and a ground reinforcement method using the same.;The composite fiber-reinforced plastic reinforced grouting device for tunnels and slopes according to the present invention for achieving the above object is made of a hollow hollow shape, a plurality of outlet holes are formed at regular intervals on the outer peripheral surface, the outer peripheral surface between the outlet holes The outer portion is fitted with a ring-shaped outer spacer with a thick thickness at one side and a wide open portion at a constant size; An inner tube which is inserted into an inner circumferential surface of the exterior and is formed of a hollow hollow shape and has a predetermined size on the outer circumferential surface and is formed of a plurality of inner spacers protruding outwardly; Inserted into the inner tube, characterized in that composed of a combined discharge pipe and the air tube made of a long thin tube shape as a whole.;In addition, the ground reinforcement method using the composite fiber reinforced plastic reinforced plastic grouting device for tunnels and slopes according to the present invention for achieving the above object comprises the steps of: drilling a target ground using a drilling equipment to form a drilling hole; Inserting a grouting device into the drilling hole; Caulking the inlet portion of the grouting device with grout material; Injecting grout material into the expandable stopper with a stopper injection hose of the grouting device; Injecting grout material into the injection hose of the grouting device; Injecting a chemical solution into the grouting device; Characterized in that the step of removing the chemical injection hose in the grouting device.;Tunnel, fiber reinforced plastic, grouting, method
机译:本发明对地面进行加固以抑制地面的松动或塌陷,阻挡地下水通过隧道开挖面周围的土壤层和岩石层流出,并使用三重管道注入聚合物聚氨酯注入材料来增强地面的稳定性。周围地面本发明的一个目的是提供一种用于隧道和斜坡的复合纤维增强塑料注浆装置及其使用的地面加固方法。用于实现上述目的的本发明由中空的中空形状制成,在其外周表面上以规则的间隔形成有多个出口孔,这些出口孔之间的外周表面在外部装配有环形外部。在一侧具有厚的厚度并且在恒定尺寸下具有宽的开口部分的间隔物;内管插入到外部的内周面中,并且是中空的,并且在外周面上具有预定尺寸,并且由多个向外突出的内间隔物形成;插入内胎,其特征是由组合的排气管和长的细管形的风管组成整体。此外,采用复合纤维增强塑料注浆装置的隧道地基加固方法根据本发明的用于实现上述目的的斜坡包括以下步骤:使用钻孔设备在目标地面上钻孔以形成钻孔;在钻孔中插入注浆装置;用灌浆材料堵住灌浆装置的入口部分;用灌浆装置的塞子注入软管将灌浆材料注入可膨胀塞子中;将灌浆材料注入灌浆设备的注入软管中;将化学溶液注入灌浆设备;其特征在于在注浆装置中拆除化学注入软管的步骤。隧道,纤维增强塑料,注浆,方法

著录项

  • 公开/公告号KR100560440B1

    专利类型

  • 公开/公告日2006-03-07

    原文格式PDF

  • 申请/专利权人 W G S CO. LTD.;

    申请/专利号KR20050063853

  • 发明设计人 CHOI CHOON SIK;

    申请日2005-07-14

  • 分类号E02D3/12;E02D5/80;E21D20/02;

  • 国家 KR

  • 入库时间 2022-08-21 21:24:08

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