
基本信息:
- 专利标题: 一种用于提高PSC连续箱梁桥承载力的自平衡系杆拱体系及运用其加固的方法
- 专利标题(英):Self-balancing tied arch system for improving bearing force of PSC continuous box girder bridge and reinforcing method by applying self-balancing tie bar arch system
- 申请号:CN201410459457.9 申请日:2014-09-10
- 公开(公告)号:CN104264594A 公开(公告)日:2015-01-07
- 发明人: 张文学 , 陈壮 , 李清 , 寇文琦 , 刘啸
- 申请人: 北京工业大学
- 申请人地址: 北京市朝阳区平乐园100号
- 专利权人: 北京工业大学
- 当前专利权人: 北京工业大学
- 当前专利权人地址: 北京市朝阳区平乐园100号
- 代理机构: 北京思海天达知识产权代理有限公司
- 代理人: 纪佳
- 主分类号: E01D22/00
- IPC分类号: E01D22/00 ; E01D2/04
The invention discloses a self-balancing tied arch system for improving bearing force of a PSC continuous box girder bridge and a reinforcing method by applying the self-balancing tie bar arch system, and belongs to the technical field of building construction. The PSC continuous box girder bridge is reinforced through a self-balancing stress state structure of a tied arch, and therefore the bearing force of the PSC continuous box girder bridge is improved; the tied arch is arranged on the area of a central separation band on the face of the PSC continuous box girder bridge; arch feet of the tied arch are arranged on the bridge face and are in tensile connection through a tie bar; lifting rods are connected with vertical prestress ribs of a web of a box girder, and therefore loads borne by the box girder of the PSC continuous box girder bridge act on an arch rib through the vertical prestress ribs and the lifting rods; the tied arch is assisted in bearing loads of the bridge face of the box girder, and therefore the effect of improving the bearing force of the PSC continuous box girder bridge is achieved.
公开/授权文献:
- CN104264594B 一种用于提高PSC连续箱梁桥承载力的自平衡系杆拱体系及运用其加固的方法 公开/授权日:2016-08-24
IPC结构图谱:
E | 固定建筑物 |
--E01 | 道路、铁路或桥梁的建筑 |
----E01D | 桥梁 |
------E01D22/00 | 维修或加固现有桥梁的方法或设备E01D24/00拆桥的方法或设备涉及桥梁结构的材料,与E01D1/00至E01D22/00组联合使用 |