
基本信息:
- 专利标题: 桩顶埋设吸能材料的耐震型整体式桥台桥梁及其施工方法
- 申请号:CN201410776034.X 申请日:2014-12-17
- 公开(公告)号:CN104452578B 公开(公告)日:2016-08-17
- 发明人: 庄一舟 , 王胜智 , 韩裕添 , 任卫刚
- 申请人: 福州大学
- 申请人地址: 福建省福州市闽侯县上街镇大学城学园路2号福州大学新区
- 专利权人: 福州大学
- 当前专利权人: 福州大学
- 当前专利权人地址: 福建省福州市闽侯县上街镇大学城学园路2号福州大学新区
- 代理机构: 福州元创专利商标代理有限公司
- 代理人: 蔡学俊
- 主分类号: E01D19/02
- IPC分类号: E01D19/02 ; E02D27/12 ; E02D31/08
The invention relates to a seismic-resistant integral abutment bridge with energy absorption materials embedded in pier tops and a construction method of the seismic-resistant integral abutment bridge. The seismic-resistant integral abutment bridge comprises abutments, one sides of the abutments close to the earth are connected with connecting plates, the other ends of the connecting plates are connected with behind-abutment lapping plates, the connecting plates and the abutments are cast integrally, support piers are arranged below the abutments, miniature piers are arranged below the behind-abutment lapping plates and the connecting plates, the direction of the pier length or the long shaft of the support piers and the miniature piers is perpendicular to the longitudinal deformation direction of the bridge, and the energy absorption materials are filled between the tops of the support piers and the miniature piers and the surrounding earth, and the section of the energy absorption materials is identical with that of the piers. The seismic-resistant integral abutment bridge is simple in structure and reasonable in stress, the body damage of the support piers and the miniature piers is alleviated, and the seismic-resistant integral abutment bridge is high in longitudinal deformation and good in seismic resistance.
公开/授权文献:
- CN104452578A 桩顶埋设吸能材料的耐震型整体式桥台桥梁及其施工方法 公开/授权日:2015-03-25