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Post reinforcing structure for buckling of braces in the steel moment connection frame

机译:用于钢筋弯矩连接框架中撑杆屈曲的立柱加固结构

摘要

The present invention is to prevent buckling of the brace is installed in the lateral force resistance elements for seismic retrofit of Steel Moment Frames will be on reinforcing structure. Buckling preventing candidates in advance of steel braces STEEL Steel Moment Frames according to the preferred embodiment of the present invention is installed in steel moment frames act as the lateral force resistance element and a web connecting the upper flange and the lower flange each other, and these flanges parallel to each other In the reinforcing structure of the brace consisting of a steel material constituting the H-shaped cross-section, each of the viscoelastic material attached to the web either side of the brace; First and second concrete blocks disposed symmetrically to each other relative to the web of the brace; And the first, second, and wrapped around a concrete block in a direction perpendicular to the length direction and the longitudinal direction includes a first and second fiber-reinforced plastic sheet to bond the concrete blocks in the brace, the first and second concrete block is to the height of the brace, the corresponding cross-section with a width enlarged portion with a predetermined length extending from both ends of the upper flange and the lower flange has a height, protruding from the expanded section reinforcement insert section to be inserted into the space surrounded by the upper flange and a lower flange and web of the brace being constituted by the reinforcing facing the viscoelastic material attached to the web of the end face, the brace, the insertion portion is characterized in that the reinforcing iron plate is installed. ;
机译:本发明是为了防止支撑装置的屈曲安装在侧向抗力元件上,以便将抗震加固的钢制力矩框架固定在加固结构上。在钢支架上预先防止屈曲的候选方案根据本发明的优选实施方式的钢制矩架被安装在钢制矩架中,用作侧向力抵抗元件和将上凸缘和下凸缘彼此连接的腹板,这些彼此平行的凸缘在支架的加强结构中,支架的钢结构构成H形横截面,每种粘弹性材料附着在支架的腹板上。第一混凝土块和第二混凝土块相对于支架的腹板彼此对称设置;并且第一,第二和在垂直于长度方向和纵向方向的方向上包裹混凝土块包括第一和第二纤维增强塑料片,以将混凝土块粘结在支架中,第一和第二混凝土块是相对于支架的高度,具有从上凸缘和下凸缘的两端延伸的具有预定长度的宽度扩大部分的相应横截面具有从扩大部分加强插入部分突出的高度,以被插入到支架中。支架的由上凸缘和下凸缘和腹板包围的空间由面对附接到端面腹板的粘弹性材料的加强件构成,该支架的插入部分的特征在于,安装了加强铁板。 ;

著录项

  • 公开/公告号KR101209367B1

    专利类型

  • 公开/公告日2012-12-06

    原文格式PDF

  • 申请/专利权人

    申请/专利号KR20110041539

  • 发明设计人 김영호;박재우;최성모;최영환;

    申请日2011-05-02

  • 分类号E04B1/98;E04H9/02;

  • 国家 KR

  • 入库时间 2022-08-21 16:28:05

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