首页> 外国专利> PRE-FOUNDED H-SHAPE STEEL COLUMN FOR TOP-DOWN CONSTRUCTION WHICH DOES NOT REQUIRE A SPACE FOR A TREMIE PIPE AND A CONSTRUCTION METHOD USING THE SAME

PRE-FOUNDED H-SHAPE STEEL COLUMN FOR TOP-DOWN CONSTRUCTION WHICH DOES NOT REQUIRE A SPACE FOR A TREMIE PIPE AND A CONSTRUCTION METHOD USING THE SAME

机译:不需要用于三通管的空间的预浇制H形钢柱及其施工方法

摘要

PURPOSE: A pre-founded H-shape steel column for top-down construction and a construction method using the same are provided to prevent the steel column from twisting when a casing is drawn out and to reduce the diameter of a borehole.;CONSTITUTION: A pre-founded H-shape steel column for top-down construction comprises an H-beam(10), a reinforcing plate(300), a shear pressure band(100), and a pair of steel frame jackets(200). The H-beam is composed of an upper flange(11), a lower flange, and a web(13). The web connects the upper and lower flanges to each other. The reinforcing plate is welded to the upper and lower flanges to be parallel with the web. The shear pressure band is attached on the edge of the H-beam. The steel frame jackets are placed on the top of the shear pressure band and press the edge of the H-beam.;COPYRIGHT KIPO 2012
机译:目的:提供一种用于翻底施工的预制H型钢柱及其使用方法,以防止在抽出套管时钢柱发生扭曲并减小井眼直径。一种用于自顶向下构造的预先建立的H形钢柱,包括H形梁(10),加强板(300),剪切压力带(100)和一对钢框架护套(200)。 H型钢由上凸缘(11),下凸缘和腹板(13)组成。腹板将上下凸缘相互连接。加强板焊接到上,下凸缘,以与腹板平行。剪切压力带附着在H型钢的边缘上。将钢框架外套放在剪切压力带的顶部,并压住H型钢的边缘。; COPYRIGHT KIPO 2012

著录项

  • 公开/公告号KR20120074076A

    专利类型

  • 公开/公告日2012-07-05

    原文格式PDF

  • 申请/专利号KR20100136028

  • 发明设计人 KIM JIN WON;

    申请日2010-12-27

  • 分类号E04B1/18;E04C3/30;E04B5/43;

  • 国家 KR

  • 入库时间 2022-08-21 17:09:36

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