首页> 外国专利> Ground anchor construction method for anchoring area extended improvement using extended excavation agitator

Ground anchor construction method for anchoring area extended improvement using extended excavation agitator

机译:利用扩挖搅拌器进行锚固面积扩展改良的地锚施工方法

摘要

The present invention provides an anchoring unit-expanded and improved ground anchor construction method using an expansion excavation stirring device, capable of improving a stirring effect of a cement grout material in an anchoring unit section and reducing construction time of expansion excavation and stirring. According to a proper aspect of the present invention, the anchoring unit-expanded and improved ground anchor construction method includes: (a) a step of boring an anchoring unit of an out-casing; (b) a step of injecting a first cement grout material; (c) a step of drawing out the out-casing; (d) a step of forming an expanded cement bulb; (e) a step of drawing out the expansion excavation stirring device and filling the cement grout material; (f) a step of inserting and placing an anchor assembly into the anchoring unit section expanded and stirred; (g) a step of removing the out-casing; and (h) a step of forming an inner anchor bulb having an anchor bulb by injecting a third cement grout material into a pack of the anchor assembly or a corrugated pipe.
机译:本发明提供了一种使用膨胀挖掘搅拌装置的锚固单元膨胀改进的地锚施工方法,能够提高锚固单元区段中水泥浆材料的搅拌效果,并减少膨胀挖掘和搅拌的施工时间。根据本发明的一个适当的方面,锚固单元被扩展和改进的地锚的建造方法包括:(a)对外壳的锚固单元进行钻孔的步骤; (b)注入第一水泥浆材料的步骤; (c)抽出外壳的步骤; (d)形成膨胀水泥球的步骤; (e)抽出膨胀挖掘搅拌装置并填充水泥浆材料的步骤; (f)将锚固组件插入并放置在膨胀和搅拌的锚固单元部分中的步骤; (g)去除外壳的步骤; (h)通过将第三水泥浆材料注入到一组锚固组件或波纹管中来形成具有锚固壳的内部锚固壳的步骤。

著录项

  • 公开/公告号KR101777774B1

    专利类型

  • 公开/公告日2017-09-12

    原文格式PDF

  • 申请/专利权人 DAEAN SOILTEC CO. LTD.;

    申请/专利号KR20160065121

  • 发明设计人 KIM IN CHOEL;

    申请日2016-05-26

  • 分类号E02D3/12;E02D5/80;

  • 国家 KR

  • 入库时间 2022-08-21 13:24:50

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