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Assembly type bridge abutment
The invention relates to the technical field of prefabricated bridges, in particular to an assembly type bridge abutment which comprises a bearing platform provided with a groove in a length direction, a plurality of front walls sequentially arranged in the grooves, and concrete layers. Reinforcing grooves are formed in the opposite side walls of every two adjacent front walls, and reinforcing frameworks are installed in every two opposite reinforcing grooves; and the concrete layers are filled in the groove and between the reinforcing grooves and the reinforcing frameworks, and is used for fixing the front wall, the bearing platform and two adjacent front walls. The reinforcing grooves are formed between the assembled and formed front walls, reinforcing frameworks are arranged in the reinforcing grooves, the reinforcing frameworks are poured in the reinforcing grooves through concrete layers, and the connecting strength and the overall performance between the front walls are enhanced.When an external force is applied to a certain front wall, the external force can be effectively transmitted to the adjacent front walls through the reinforcing frameworks and the concrete layers toguarantee that the connected front walls can be integrally stressed.
本发明涉及预制桥梁技术领域,具体涉及一种装配式桥台,包括:承台,沿长度方向设有凹槽;多个前墙,依次设置在凹槽内,相邻两个前墙相对的侧壁上均设置有强化槽,相对的两个强化槽内安装有强化骨架;混凝土层,填充在凹槽内以及强化槽与强化骨架之间,用于固定前墙和承台以及相邻的两个前墙。在装配成型的前墙之间设置强化槽,在强化槽内布置强化骨架并利用混凝土层将强化骨架浇筑在强化槽中,增强前墙之间的连接强度和整体性能。在某一个前墙受到外力时,能够通过强化骨架和混凝土层有效地将外力传递到相邻的前墙上,保证相互连接的前墙能够整体受力。
Assembly type bridge abutment
The invention relates to the technical field of prefabricated bridges, in particular to an assembly type bridge abutment which comprises a bearing platform provided with a groove in a length direction, a plurality of front walls sequentially arranged in the grooves, and concrete layers. Reinforcing grooves are formed in the opposite side walls of every two adjacent front walls, and reinforcing frameworks are installed in every two opposite reinforcing grooves; and the concrete layers are filled in the groove and between the reinforcing grooves and the reinforcing frameworks, and is used for fixing the front wall, the bearing platform and two adjacent front walls. The reinforcing grooves are formed between the assembled and formed front walls, reinforcing frameworks are arranged in the reinforcing grooves, the reinforcing frameworks are poured in the reinforcing grooves through concrete layers, and the connecting strength and the overall performance between the front walls are enhanced.When an external force is applied to a certain front wall, the external force can be effectively transmitted to the adjacent front walls through the reinforcing frameworks and the concrete layers toguarantee that the connected front walls can be integrally stressed.
本发明涉及预制桥梁技术领域,具体涉及一种装配式桥台,包括:承台,沿长度方向设有凹槽;多个前墙,依次设置在凹槽内,相邻两个前墙相对的侧壁上均设置有强化槽,相对的两个强化槽内安装有强化骨架;混凝土层,填充在凹槽内以及强化槽与强化骨架之间,用于固定前墙和承台以及相邻的两个前墙。在装配成型的前墙之间设置强化槽,在强化槽内布置强化骨架并利用混凝土层将强化骨架浇筑在强化槽中,增强前墙之间的连接强度和整体性能。在某一个前墙受到外力时,能够通过强化骨架和混凝土层有效地将外力传递到相邻的前墙上,保证相互连接的前墙能够整体受力。
Assembly type bridge abutment
一种装配式桥台
LIU YONG (Autor:in) / WEI WEI (Autor:in) / YE KANGJUN (Autor:in) / GUO NA (Autor:in) / FENG FEI (Autor:in)
25.09.2020
Patent
Elektronische Ressource
Chinesisch
IPC:
E01D
BRIDGES
,
Brücken
Bridge abutment and bridge abutment design and construction method
Europäisches Patentamt | 2021
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