A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
The invention, which belongs to the field of bridge engineering, relates to a prefabricated pier and a construction method thereof. The prefabricated pier comprises a plurality of prefabricated segments connected linearly in an end-to-end manner. Each prefabricated segment comprises a segment body, a first assembling end and a second assembling end, wherein the first assembling end and the secondassembling end are arranged at the two ends of the segment body. A concave annular joint space is formed at the splicing part of the first assembling end and the second assembling end of the other prefabricated section; main reinforcement ribs are arranged in the segment bodies, and the main reinforcement ribs of the adjacent prefabricated segments are connected in the annular joint space. Construction assembly, main reinforcement connection controllability and construction procedure simplification can be achieved, and the purposes of shortening the construction time, lowering the constructionfineness requirement and improving the reliability are achieved.
本发明属于桥梁工程领域，涉及一种预制装配式桥墩及其施工方法，包括若干首尾线性连接的预制节段；单个的预制节段包括节段本体，以及设置在节段本体两端的第一拼装端与第二拼装端；所述第一拼装端与另一预制节段的第二拼装端的拼接处形成内凹的环形接头空间；所述节段本体内设有主筋，相邻的预制节段的主筋在环形接头空间内连接；本发明可以实现施工装配化、主筋连接可控化以及施工工序精简化，达到缩短施工时间，降低施工精细度要求，提高可靠性的目的。
The invention, which belongs to the field of bridge engineering, relates to a prefabricated pier and a construction method thereof. The prefabricated pier comprises a plurality of prefabricated segments connected linearly in an end-to-end manner. Each prefabricated segment comprises a segment body, a first assembling end and a second assembling end, wherein the first assembling end and the secondassembling end are arranged at the two ends of the segment body. A concave annular joint space is formed at the splicing part of the first assembling end and the second assembling end of the other prefabricated section; main reinforcement ribs are arranged in the segment bodies, and the main reinforcement ribs of the adjacent prefabricated segments are connected in the annular joint space. Construction assembly, main reinforcement connection controllability and construction procedure simplification can be achieved, and the purposes of shortening the construction time, lowering the constructionfineness requirement and improving the reliability are achieved.
本发明属于桥梁工程领域，涉及一种预制装配式桥墩及其施工方法，包括若干首尾线性连接的预制节段；单个的预制节段包括节段本体，以及设置在节段本体两端的第一拼装端与第二拼装端；所述第一拼装端与另一预制节段的第二拼装端的拼接处形成内凹的环形接头空间；所述节段本体内设有主筋，相邻的预制节段的主筋在环形接头空间内连接；本发明可以实现施工装配化、主筋连接可控化以及施工工序精简化，达到缩短施工时间，降低施工精细度要求，提高可靠性的目的。
Prefabricated bridge pier and construction method thereof
| European Patent Office | 2023
PREFABRICATED PRECAST PIER AND CONSTRUCTION METHOD THEREOF
| European Patent Office | 2020
Prefabricated bridge pier and construction method thereof
| European Patent Office | 2021
PREFABRICATED PRECAST PIER AND CONSTRUCTION METHOD THEREOF
| European Patent Office | 2020