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PHC Construction method of permanent wall with retaining wall combined PHC pile and steel pipe

机译:PHC桩与钢管结合的挡土墙加挡墙永久墙施工方法

摘要

The present invention provides a method of constructing an earth retaining and permanent wall using a pre-stressed high-strength concrete (PHC) pile and a steel pile together such that a concrete placing works for stable performance when constructing a wall. According to a preferred embodiment of the present invention, the method of constructing the earth retaining and permanent wall using the PHC pile and the steel pile together comprises: (a) a step of repeatedly embedding at least two PHC piles and one steel pile into each perforated hole in a perforated arrangement direction after perforating the hole in the ground and cutting and arranging each head part of the piles; (b) a step of performing grouting with a waterproof material (18) to install the waterproof material on a retaining wall; (c) a step of placing front end connection materials, which are also used as a furring strip supporter having each furring strip installed in a corresponding position per predetermined height, and connecting a strut to a corresponding furring strip; (d) a step of constructing a bottom slab by placing concrete on a bottom surface of an excavated part to have a predetermined thickness; (e) a step of holding a flat tie holder by each of an upper and lower front end connection materials as a furring strip supporter to horizontally be installed to vertically be arranged; (f) a step of installing a mold for a wall; (g) a step of installing a wall; (h) a step of repeating steps (e), (f), and (g) sequentially in an upper direction to construct a permanent wall of an underground structure.
机译:本发明提供了一种使用预应力高强度混凝土(PHC)桩和钢桩共同建造挡土墙和永久墙的方法,使得混凝土的浇筑能够在建造墙时发挥稳定的性能。根据本发明的优选实施例,使用PHC桩和钢桩一起构造挡土墙和永久墙的方法包括:(a)将至少两个PHC桩和一个钢桩重复地嵌入其中的步骤。在地面上打孔并切割并排列桩的每个头部之后,在打孔方向上打孔。 (b)用防水材料(18)进行灌浆以将防水材料安装在挡土墙上的步骤; (c)放置前端连接材料的步骤,该前端连接材料也用作支撑条支撑件,其中每个支撑条以预定的高度安装在相应的位置,并将支柱连接到相应的支撑条上; (d)通过将混凝土放置在挖掘部分的底面上以具有预定厚度来构造底板的步骤; (e)通过上下前端连接材料中的每一个作为平口支撑件来支撑扁平领带夹的步骤,以水平安装并垂直放置; (f)安装用于墙壁的模具的步骤; (g)安装墙的步骤; (h)在上方向上依次重复步骤(e),(f)和(g)以构造地下结构的永久墙的步骤。

著录项

  • 公开/公告号KR101793037B1

    专利类型

  • 公开/公告日2017-11-02

    原文格式PDF

  • 申请/专利权人 ARISU ENGINEERING CO. LTD.;

    申请/专利号KR20160181500

  • 发明设计人 JANG DONG WOON;KIM UI YONG;

    申请日2016-12-28

  • 分类号E02D17/04;E02D17/08;E02D29/02;E02D29/045;E02D5/28;E02D5/58;

  • 国家 KR

  • 入库时间 2022-08-21 13:24:38

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