首页> 外国专利> Top-opened and pre-stressed concrete-steel composite single span U-type girder bridge and method of constructing the same

Top-opened and pre-stressed concrete-steel composite single span U-type girder bridge and method of constructing the same

机译:顶开预应力混凝土-钢组合单跨U型梁桥及其施工方法

摘要

PURPOSE: An open type prestressed steel composite single-span bridge with multiple U-shaped girders and a construction method thereof are provided to reduce installation costs by reducing the amount of required steel materials. CONSTITUTION: An open type prestressed steel composite single-span bridge with multiple U-shaped girders comprises U-shaped steel girders, one or more linear sheath pipes(250), lower concrete(270), strands(260), and upper slab concrete(300). The front and rear ends of the U-shaped steel girders are placed on first and second abutments of a single-span girder bridge. The linear sheath pipes are arranged on a prestressed section of the bridge, and both ends thereof have anchorages. The lower concrete is placed on a steel lower flange of the prestressed section. The strands are inserted into the sheath pipes, and both ends thereof are fixed to the anchorages to apply prestress to the lower concrete. The upper slab concrete is placed on the upper flanges and left and right planes of the U-shaped steel girders. [Reference numerals] (AA) Cross section of cut line F-F
机译:目的:提供一种具有多个U形梁的开放式预应力钢复合单跨桥及其施工方法,以通过减少所需的钢材数量来降低安装成本。组成:具有多个U形梁的开放式预应力钢组合单跨桥,包括U形钢梁,一个或多个线性护套管(250),下部混凝土(270),钢绞线(260)和上部平板混凝土(300)。 U型钢梁的前端和后端放置在单跨梁桥的第一和第二支座上。线性护套管布置在桥的预应力段上,并且其两端具有锚固。将下部混凝土放置在预应力段的下部钢制凸缘上。将这些绞线插入护套管中,并将其两端都固定在固定装置上,以对下部混凝土施加预应力。上板混凝土放置在U型钢大梁的上翼缘和左右平面上。 [附图标记](AA)切割线F-F的横截面

著录项

  • 公开/公告号KR101198897B1

    专利类型

  • 公开/公告日2012-11-07

    原文格式PDF

  • 申请/专利权人

    申请/专利号KR20110120645

  • 发明设计人 한녹희;

    申请日2011-11-18

  • 分类号E01D2;E01D2/02;E01D21;

  • 国家 KR

  • 入库时间 2022-08-21 17:07:11

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