首页> 外国专利> H-PILE APPLIED WITH PRESTRESS AND CONSTRUCTION METHOD FOR SELF-SUPPORTING TYPE TEMPORARY RETAINING WALL BY USING SAME

H-PILE APPLIED WITH PRESTRESS AND CONSTRUCTION METHOD FOR SELF-SUPPORTING TYPE TEMPORARY RETAINING WALL BY USING SAME

机译:施加预应力的H桩及相同方法自支撑式临时挡土墙的施工方法

摘要

The present invention provides an H-pile applied with prestress and a construction method for a self-supporting type temporary retaining wall by using the same. A bracket is installed in an H-pile of a retaining wall, and a steel rod or a steel wire is installed in the bracket. A prestress beam self-supporting construction method is applied to the H-pile applied with the prestress and supports earth pressure by applying tension to the steel rod or the steel wire. A wide work space is obtained as the installing number of spread beams is remarkably reduced. So, the H-pile applied with the prestress can reduce a usage amount of steel materials and construction periods due to increase of efficiency of a machine work. Therefore, the H-pile can reduce construction costs and can improve workability. To achieve the purpose of the present invention, the H-pile applied with the prestress comprises: an H-pile formed as an H-beam with a predetermined length; a bracket bolted to a predetermined position of the H-pile to face each other; and a tension member vertically fixed between the brackets. Also, the construction method for a self-supporting type temporary retaining wall by using an H-pile applied with the prestress, to achieve the purpose, comprises: a step (S1) of manufacturing the H-pile (P) applied with the prestress; a step (S2) of forming a boring hole (H) by boring the ground (G) at a predetermined depth and in a predetermined diameter at fixed intervals; a step (S3) of driving and embedding the H-pile (P) applied with the prestress into the boring hole (H); a step (S4) of filling the H-pile (100) bored and embedded with sand; a step (S5) of tensioning the tension member installed in the H-pile; and a step (S6) of installing an earth-retaining plate and excavating the front surface of the H-pile (100) at same time.;COPYRIGHT KIPO 2019
机译:本发明提供了一种施加有预应力的H型桩以及使用该H型桩的自支撑式临时挡土墙的施工方法。支架安装在挡土墙的H形桩中,钢丝杆或钢丝安装在支架中。将预应力梁自支撑施工方法应用于施加有预应力的H桩,并通过对钢棒或钢丝施加拉力来支撑土压力。由于大大减少了扩束梁的安装数量,因此获得了广阔的工作空间。因此,由于机械加工效率的提高,施加有预应力的H形桩可以减少钢材的使用量和施工时间。因此,H形桩可以降低建造成本并且可以改善可使用性。为了达到本发明的目的,施加有预应力的H形桩包括:形成为具有预定长度的H形梁的H形桩;支架,用螺栓固定在H形桩的预定位置以彼此面对。垂直固定在支架之间的受拉构件。另外,为达到该目的,通过使用施加有预应力的H型桩的自支撑式临时挡土墙的施工方法,包括:制造施加有预应力的H型桩(P)的步骤(S1)。 ;步骤(S2),通过以预定的深度和预定的直径以固定的间隔钻孔地面(G)而形成钻孔(H);将施加有预应力的H型桩(P)驱动并嵌入到钻孔(H)中的步骤(S3);步骤S4,在钻孔后埋入的H型桩100填充沙子。步骤(S5),将安装在H型桩中的张紧构件张紧。 (S6)安装挡土板并同时挖掘H桩(100)的前表面的步骤。; COPYRIGHT KIPO 2019

著录项

  • 公开/公告号KR20190036591A

    专利类型

  • 公开/公告日2019-04-05

    原文格式PDF

  • 申请/专利权人 OH YONG HWAN;

    申请/专利号KR20170125655

  • 发明设计人 OH YONG HWANKR;

    申请日2017-09-28

  • 分类号E02D17/04;E02D17/08;E02D5/04;

  • 国家 KR

  • 入库时间 2022-08-21 11:51:14

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