首页> 外国专利> CONSTRUCTING METHOD FOR BRIDGE STRUCTURE BASED ON PRINCIPLE OF ACTION/REACTION AND BRIDGE STRUCTURE CONSTRUCTED BY THE METHOD

CONSTRUCTING METHOD FOR BRIDGE STRUCTURE BASED ON PRINCIPLE OF ACTION/REACTION AND BRIDGE STRUCTURE CONSTRUCTED BY THE METHOD

机译:基于该方法构建的动作/反应和桥梁结构原理的桥梁结构构建方法

摘要

The present invention relates to a construction method of a bridge structure based on the principle of action and reaction, and a bridge structure constructed thereby, which can simultaneously secure structural safety of an upper structure and a lower structure of a bridge through compressive force and compressive reaction force. According to the present invention, as a bridge structure construction method for constructing a girder between abutments, the both ends of the girder are installed at the upper end of each of the shifts, but the upper end is connected to the vertical support steel provided by being buried so as to be exposed at the top of the shift. Girder installation steps; After the girder installation step, a compression force introduction device installation step of installing a compression force introduction device at the lower ends of each of both ends of the girder installed in the alternating position; A compression force introduction step of applying a compression force to the lower ends of each of both ends of the girder using the compression force introduction device; A girder-alternating fixing step of fixing between the vertical support steel and both ends of the girder while the compression force of a predetermined size is applied in the compression force introduction step, and then removing the compression force introduction device; A slab-concrete construction step of constructing a slab and concrete on the girder installed through each of the steps; And after the concrete is cured, the backfilling step of performing the backfilling of the soil on the outer wall of the abutment; there is provided a method of constructing a bridge structure comprising a.
机译:本发明涉及基于动作和反应原理的桥梁结构的结构方法,以及由此构造的桥梁结构,可以通过压缩力和压缩同时确保上部结构的结构安全和桥的较低结构反作用力。根据本发明,作为构造支座之间的梁构造梁的桥接结构施工方法,梁的两端安装在每个换档的每个换档的上端,但上端连接到由提供的垂直支撑钢连接被埋葬在转变的顶部暴露。梁安装步骤;在梁安装步骤之后,压缩力引入装置安装步骤在安装在交替位置的梁的两个端部的下端安装压缩力引入装置;压缩力引入使用压缩力引入装置将压缩力施加到梁两端的下端的压缩力;在压缩力引入步骤中施加预定尺寸的压缩力的同时施加预定尺寸的压缩力,然后取下压缩力引入装置的压缩力的梁和梁之间的梁交替固定步骤。通过每个步骤安装在安装的梁上和混凝土的平板混凝土施工步骤;在混凝土被固化之后,在邻接的外墙上进行土壤的回填步骤;提供了一种构造包括a的桥结构的方法。

著录项

  • 公开/公告号KR102226723B1

    专利类型

  • 公开/公告日2021-03-10

    原文格式PDF

  • 申请/专利权人

    申请/专利号KR1020200098759

  • 发明设计人 이재성;하무환;

    申请日2020-08-06

  • 分类号E01D2;E01D19/04;E01D19/12;E01D21/10;E01D101/26;

  • 国家 KR

  • 入库时间 2022-08-24 17:35:49

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