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ASEISMIC REINFORCEMENT CONSTRUCTION METHOD USING ANTI-SEISMIC DAMPER OF STEEL OPEN FRAME

机译:钢框架抗震阻尼器的抗震加固方法

摘要

The present invention relates to an aseismic reinforcement construction method using an anti-seismic damper of a steel open frame, comprising: a base surface arrangement step to arrange existing wall members positioned on the surfaces of the columns and the beams of a building, and between the columns and the beams of a building; an anchor mounting step to mount anchors on the existing wall members positioned on the surfaces of the columns and the beams of a building, and between the columns and the beams of a building which have went through the base surface arrangement step; a mounting panel fixating step to fixate mounting panel combination members, after the anchor mounting step, in a grid shape to the existing wall members positioned on the surface of the columns and the beams of a building, and between the columns and the beams of a building; a mortar pouring step to pour non-shrinkage mortar, after the mounting panel fixating step, between the mounting panel combination members and the existing wall members positioned on the surface of the columns and the beams of a building, and between the columns and the beams of a building; and a finishing painting step to carry out curing and rust-resisting coating, after the mortar pouring step, with respect to the mounting panel combination members fixated to the building, and then painting the mounting combination members fixated to the building. According to the present invention, the aseismic performance can be reinforced using the mounting panel combination members combined in a shape of a grid without destroying any existing windows and doors; thereby minimizing the damage to a structure, and minimizing accordingly the construction period and the costs for construction.;COPYRIGHT KIPO 2015
机译:本发明涉及一种使用钢制开放式框架的抗震阻尼器的抗震加固施工方法,其包括:底面布置步骤,用于将定位在柱的表面和建筑物的梁上的现有壁构件布置在建筑物之间以及之间。建筑物的柱子和横梁;锚固器安装步骤,用于将锚固器安装在位于建筑物的柱和梁的表面上的现有壁构件上,以及已经经过基础表面布置步骤的建筑物的柱和梁之间;安装板固定步骤,在锚固安装步骤之后,将安装板组合构件以网格形状固定到位于立柱表面和建筑物横梁上以及立柱和梁的梁之间的现有墙壁构件上建造;在安装面板固定步骤之后,进行砂浆浇筑步骤,以将非收缩砂浆倒入安装面板组合构件与位于立柱表面和建筑物横梁上的现有墙构件之间以及立柱和横梁之间建筑物在砂浆浇注步骤之后,对固定在建筑物上的安装面板组合件进行涂装固化和防锈涂层的涂饰步骤,然后涂装固定在建筑物上的安装组合件。根据本发明,通过使用以栅格形状组合的安装面板组合构件,可以在不破坏现有的门窗的情况下提高抗震性能。从而最大程度地减少了对结构的损坏,并相应地减少了工期和建设成本。; COPYRIGHT KIPO 2015

著录项

  • 公开/公告号KR101487806B1

    专利类型

  • 公开/公告日2015-01-30

    原文格式PDF

  • 申请/专利权人 METRO TOTAL CONSTRUCTION CO. LTD.;

    申请/专利号KR20140055336

  • 发明设计人 LEE SUN GEUNKR;

    申请日2014-05-09

  • 分类号E04B1/98;E04H9/02;

  • 国家 KR

  • 入库时间 2022-08-21 14:58:45

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