
基本信息:
- 专利标题: 大跨度桥梁的水平弹性阻尼系统
- 专利标题(英):Horizontal elastic damping system of long-span bridge
- 申请号:CN201310436502.4 申请日:2013-09-24
- 公开(公告)号:CN103485276A 公开(公告)日:2014-01-01
- 发明人: 宋辉 , 熊劲松 , 黄李骥 , 刘海亮 , 邹贻军
- 申请人: 成都市新筑路桥机械股份有限公司
- 申请人地址: 四川省成都市新津工业园区
- 专利权人: 成都市新筑路桥机械股份有限公司
- 当前专利权人: 成都市新筑交通科技有限公司
- 当前专利权人地址: 611400 四川省成都市新津区五津街道希望路799号(工业园区)
- 代理机构: 成都九鼎天元知识产权代理有限公司
- 代理人: 邓瑞; 钱成岑
- 主分类号: E01D19/04
- IPC分类号: E01D19/04
The invention discloses a horizontal elastic damping system of a long-span bridge. The horizontal elastic damping system comprises an elastic seismic-reduction support and common supports, wherein the elastic seismic-reduction support and the common supports are installed between an abutment and a bridge body. Two sides of the elastic seismic-reduction support are provided with the common supports, and the elastic seismic-reduction support mainly consists of an upper support plate, a middle lining plate, a lower support plate and a base. The middle lining plate is assembled between the upper support plate and the lower support plate and forms a curved surface slide fitting surface with the upper support plate and the lower support plate, the base is located under the lower support plate, and a vertical spring is arranged between the lower support plate and the base. The horizontal elastic damping system is simple in structure and reasonable in design, can convert horizontal force suffered by the bridge body into vertical force and convert horizontal damping rigidity of the bridge body into vertical damping rigidity, avoids overlarge horizontal displacement of the bridge body, accordingly limits the horizontal displacement of the bridge effectively, has energy-dissipation and seismic-reduction effects on seismic load and improves the seismic resistance and reduction performance of the bridge.
公开/授权文献:
- CN103485276B 大跨度桥梁的水平弹性阻尼系统 公开/授权日:2016-02-03