发明申请
US20060200920A1 Method of constructing partially earth-anchored cable-stayed bridge using thermal prestressing technique 失效
采用热预应力技术构造部分地锚锚索斜拉桥的方法

  • 专利标题: Method of constructing partially earth-anchored cable-stayed bridge using thermal prestressing technique
  • 专利标题(中): 采用热预应力技术构造部分地锚锚索斜拉桥的方法
  • 申请号: US11372124
    申请日: 2006-03-10
  • 公开(公告)号: US20060200920A1
    公开(公告)日: 2006-09-14
  • 发明人: Sang-hyo Kim
  • 申请人: Sang-hyo Kim
  • 优先权: KR2005-20395 20050311
  • 主分类号: E01D21/00
  • IPC分类号: E01D21/00
Method of constructing partially earth-anchored cable-stayed bridge using thermal prestressing technique
摘要:
Disclosed is a method of constructing partially earth-anchored cable-stayed bridges using a thermal prestressing technique, in which, when a steel girder-type partially earth-anchored cable-stayed bridge is built using a cantilever construction technique, the center of an intermediate span of the bridge is closed with a final key segment using a thermal prestressing technique, thus applying an initial axial tensile force to reinforcing girders of the bridge. To apply the initial axial tensile force to the reinforcing girders while the center of the intermediate span is closed with the final key segment, an appropriate space length required for closure of the final key segment is determined, and both the heating region and the heating temperature of the reinforcing girders according to the initial axial tensile force to be applied to the reinforcing girders during a process of manufacturing the final key segment are determined. Thereafter, the reinforcing girders are heated using a heating means according to the above-determined conditions, thus being thermally lengthened to predetermined lengths corresponding to the predetermined space length. The junction between the reinforcing girders at the center of the intermediate span is closed with the final key segment and, thereafter, the heating means is removed from the reinforcing girders.
信息查询
0/0