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Combined steel bridge deck structure and paving method thereof
The invention relates to a combined steel bridge deck structure and a paving method thereof, and belongs to the technical field of combined steel bridge construction. Comprising a bottom plate, a plurality of reinforcing supporting beams which are distributed at intervals are laid on the upper surface of the bottom plate at intervals, the reinforcing supporting beams are a group of side edges of the bottom plate and are parallel to one another, and every two adjacent groups of reinforcing supporting beams are detachably connected through a plurality of groups of inter-beam connecting pieces which are arranged at intervals; a plurality of sets of pre-embedded vertical steel bars are welded to the upper surface of the bottom plate, each set of pre-embedded vertical steel bars penetrate through the position between every two adjacent sets of inter-beam connecting pieces, and pre-embedded horizontal steel bars A are installed on the upper surfaces of the reinforcing supporting beams through horizontal steel bar installation bases. And the pre-embedded horizontal steel bars A and the pre-embedded horizontal steel bars B are bundled together to form a steel bar mesh structure. Compared with the prior art, the steel bridge has the following beneficial effects that the troubles that an existing steel bridge is single in structure, low in strength and low in machining and mounting efficiency are avoided.
本发明涉及一种组合式钢桥桥面结构及其铺装方法,属于组合式钢桥施工技术领域。包括底板,所述底板的上表面间隔铺装有多根间隔分布的加强支撑梁,所述加强支撑梁为底板的一组侧边相互平行,相邻的两组所述加强支撑梁之间通过多组间隔设置的梁间连接件可拆卸连接,所述底板的上表面焊接有多组预埋竖向钢筋,每组预埋竖向钢筋分别自相邻的两组梁间连接件之间穿过,所述加强支撑梁的上表面通过水平钢筋安装座安装有预埋水平钢筋A,所述预埋水平钢筋A和预埋水平钢筋B捆扎在一起形成钢筋网片结构。与现有技术相比,本发明具有以下有益效果:避免以往钢桥结构单一,强度较弱,加工及安装效率低下的麻烦。
Combined steel bridge deck structure and paving method thereof
The invention relates to a combined steel bridge deck structure and a paving method thereof, and belongs to the technical field of combined steel bridge construction. Comprising a bottom plate, a plurality of reinforcing supporting beams which are distributed at intervals are laid on the upper surface of the bottom plate at intervals, the reinforcing supporting beams are a group of side edges of the bottom plate and are parallel to one another, and every two adjacent groups of reinforcing supporting beams are detachably connected through a plurality of groups of inter-beam connecting pieces which are arranged at intervals; a plurality of sets of pre-embedded vertical steel bars are welded to the upper surface of the bottom plate, each set of pre-embedded vertical steel bars penetrate through the position between every two adjacent sets of inter-beam connecting pieces, and pre-embedded horizontal steel bars A are installed on the upper surfaces of the reinforcing supporting beams through horizontal steel bar installation bases. And the pre-embedded horizontal steel bars A and the pre-embedded horizontal steel bars B are bundled together to form a steel bar mesh structure. Compared with the prior art, the steel bridge has the following beneficial effects that the troubles that an existing steel bridge is single in structure, low in strength and low in machining and mounting efficiency are avoided.
本发明涉及一种组合式钢桥桥面结构及其铺装方法,属于组合式钢桥施工技术领域。包括底板,所述底板的上表面间隔铺装有多根间隔分布的加强支撑梁,所述加强支撑梁为底板的一组侧边相互平行,相邻的两组所述加强支撑梁之间通过多组间隔设置的梁间连接件可拆卸连接,所述底板的上表面焊接有多组预埋竖向钢筋,每组预埋竖向钢筋分别自相邻的两组梁间连接件之间穿过,所述加强支撑梁的上表面通过水平钢筋安装座安装有预埋水平钢筋A,所述预埋水平钢筋A和预埋水平钢筋B捆扎在一起形成钢筋网片结构。与现有技术相比,本发明具有以下有益效果:避免以往钢桥结构单一,强度较弱,加工及安装效率低下的麻烦。
Combined steel bridge deck structure and paving method thereof
一种组合式钢桥桥面结构及其铺装方法
ZHANG MENG (author) / YANG HONG (author) / WANG ZHEN (author) / LIANG XIANGWEN (author)
2023-12-22
Patent
Electronic Resource
Chinese
IPC:
E01D
BRIDGES
,
Brücken
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