
基本信息:
- 专利标题: 钢混凝土组合桥面板及施工方法
- 申请号:CN201611064687.0 申请日:2016-11-28
- 公开(公告)号:CN106638302B 公开(公告)日:2018-12-21
- 发明人: 牟廷敏 , 范碧琨 , 梁健 , 王潇碧 , 周孝军 , 林小军 , 王戈 , 孙才志 , 康玲 , 古锐
- 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: 四川省成都市武侯区武侯祠横街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: 四川省成都市武侯区武侯祠横街1号
- 代理机构: 四川力久律师事务所
- 代理人: 王芸; 熊晓果
- 主分类号: E01D19/12
- IPC分类号: E01D19/12 ; E01D21/00
The invention relates to a steel-concrete combination deck plate and a construction method thereof, wherein the steel-concrete combination deck plate comprises: bottom steel plates arranged on steel girders, wherein the bottom steel plates in the bearing regions of the steel girders are bent in shape, and the bottom steel plates are 8-10 mm in thickness; a plurality of shear plates vertically connected to the bottom steel plates; a concrete tier including reinforcement fabric penetrating through the shear plates, wherein the concrete tier is cast to the bottom steel plates, and the combination deck plate is 10-15 cm in thickness. The steel-concrete combination deck plate uses the bottom steel plates as stress-bearing parts as well as a formwork for a cast-in-place desk concrete tier, and steps of mounting and releasing concrete formwork are omitted; the shear plates serve as stiffeners for the bottom steel plates, good combination of the bottom steel plates with the concrete tier can be guaranteed, and cracking of the concrete tier is prevented; the deck thickness is controlled to 10-15 cm and is reduced, the weight is 25% and above lower than that of a composite beam deck system, dead load is reduced, crossing ability, structural strength and durability of the main structure are improved, construction input is reduced, and the efficiency of a construction method is high.
公开/授权文献:
- CN106638302A 钢混凝土组合桥面板及施工方法 公开/授权日:2017-05-10
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 |