首页> 外国专利> Tendon fixing system of long span fire resistance deck strained at beam and construction method of the same

Tendon fixing system of long span fire resistance deck strained at beam and construction method of the same

机译:大跨度耐火梁受拉筋的筋固定系统及其施工方法

摘要

The present invention relates to a long span refractory deck which is capable of applying an upward bending displacement amount without damaging or damaging a deck plate, automatically adjusting the direction of placement of a tension member at a fixing point, And a method of constructing the same. The tension member fixing system of a long span refractory deck subjected to tension fixation in a beam according to a preferred embodiment of the present invention is a tension member fixing system for controlling deflection of a deck plate body supported by mutually opposing H- A pair of reinforcing bars supported on the deck plate body by two bolts and opposed to each other at two places of the concrete filling cores which are opened upwardly of the deck plate main body; a steel bar connecting latches respectively connected to the pair of steel bar supporting plates; Wherein the steel rods for tensioning of the tension members, both ends of which are sandwiched between them, are constituted by upward point elements of the deck plate; And a tension member fixing bracket for fixing the tension member to the upper flange of the H-shaped beam so that the upper flange is self-directionally aligned along the arrangement direction of the tension member; Wherein the tension member is installed such that both ends of the tension member are connected to the tension member fixing bracket side and at the same time are brought into contact with the lower surface of the tension member point steel bar provided at two places in the remaining section so that the upward supporting force is exerted.
机译:大跨度耐火甲板及其制造方法技术领域本发明涉及一种大跨度耐火甲板及其构造方法,该耐火甲板能够施加向上的弯曲位移量而不会损坏或损坏甲板板,并且能够自动调节受拉构件在固定点处的放置方向。 。根据本发明的优选实施例的在梁中经受张力固定的大跨度耐火甲板的张力构件固定系统是用于控制由彼此相对的H支撑的甲板主体的挠曲的张力构件固定系统。钢筋由两个螺栓支撑在甲板主体上,并且在混凝土填充芯的两个位置处彼此相对,所述混凝土填充芯向甲板主体的上方敞开;钢筋连接闩锁,所述闩锁分别连接至所述一对钢筋支撑板;其中,用于张紧受拉构件的钢棒的两端被夹在中间,由盖板的向上点元件构成;张力件固定架,用于将张力件固定在H形梁的上凸缘上,使上凸缘沿张力件的排列方向自对准。其中,以如下方式安装受拉构件,使得受拉构件的两端连接至受拉构件固定支架侧,并且同时与位于其余部分的两个位置处的受拉构件的点钢棒的下表面接触。截面,以便施加向上的支撑力。

著录项

  • 公开/公告号KR101646865B1

    专利类型

  • 公开/公告日2016-08-09

    原文格式PDF

  • 申请/专利权人 서울시립대학교 산학협력단;

    申请/专利号KR20150011116

  • 发明设计人 최성모;

    申请日2015-01-23

  • 分类号E04B5/40;E04C5/12;

  • 国家 KR

  • 入库时间 2022-08-21 14:12:06

相似文献

  • 专利
  • 外文文献
  • 中文文献
获取专利

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号