
基本信息:
- 专利标题: 一种等厚超薄的带孔T型加劲肋的钢-混凝土组合桥面板构造
- 申请号:CN201610475000.6 申请日:2016-06-23
- 公开(公告)号:CN106149562B 公开(公告)日:2018-11-23
- 发明人: 牟廷敏 , 孙才志 , 范碧琨 , 王潇碧 , 郑旭峰 , 康玲 , 周孝军 , 宋瑞年 , 李伟 , 何娇阳
- 申请人: 四川省交通运输厅公路规划勘察设计研究院
- 申请人地址: 四川省成都市武侯祠横街1号
- 专利权人: 四川省交通运输厅公路规划勘察设计研究院
- 当前专利权人: 四川省公路规划勘察设计研究院有限公司
- 当前专利权人地址: 四川省成都市武侯祠横街1号
- 代理机构: 成都惠迪专利事务所
- 代理人: 王建国
- 主分类号: E01D19/12
- IPC分类号: E01D19/12 ; E01D101/26 ; E01D101/30
The invention discloses a constant-thickness ultrathin steel-concrete combined bridge deck structure with holed T-shaped reinforced ribs. The constant-thickness ultrathin steel-concrete combined bridge deck structure has the characteristics of both high bearing capacity and light self weight, the structure measures at the position connecting with a main beam can be effectively simplified, and the difficulty of a steel structure manufacturing and welding technology and the construction difficulty of a bridge deck are reduced. The constant-thickness ultrathin steel-concrete combined bridge deck structure comprises at least two combined bridge deck units forming splicing on the main beam, each combined bridge deck unit comprises a bottom steel plate and a cast-in-place concrete plate poured thereon, as well as a shear connector for connecting the bottom steel plate with the cast-in-place concrete plate as a whole, the combined bridge deck structure is characterized in that the shear connector comprises a steel reinforcement shear connector embedded to the cast-in-place concrete plate, and holed T-shaped reinforced ribs which are horizontally arranged on a bottom steel plate at intervals and extend longitudinally; the section of each holed T-shaped reinforced rib is T-shaped, through holes arranged at longitudinal intervals are formed in the surface of a vertical plate, and the lower end of the vertical plate surface is connected with the surface of the bottom steel plate in a welding manner; and the surface of the bottom steel plate is lapped-welded together with the surface of a flat and straight top plate of the main beam, the cast-in-place concrete plate is formed by overall pouring, and the sections of the cast-in-place plate have equal thickness.
公开/授权文献:
- CN106149562A 一种等厚超薄的带孔T型加劲肋的钢‑混凝土组合桥面板构造 公开/授权日:2016-11-23
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 |
------E01D19/00 | 桥梁结构建筑细部 |
--------E01D19/12 | .桥架的格栅或桥面;桥上铁路轨枕或轨道的固定 |