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Fabricated bridge structure
The technical scheme discloses an assembly type bridge structure, and relates to the technical field of bridge engineering, the assembly type bridge structure comprises bridge piers, cross beams and bridge deck slabs, the cross beams extend in the transverse direction, and the bridge deck slabs and the bridge piers are supported on the upper sides and the lower sides of the cross beams respectively; two first connecting assemblies are arranged between the bottom of the bridge deck slab and the two sides of the cross beam in the longitudinal direction respectively, and each first connecting assembly comprises a first connecting piece and a second connecting piece; the first anti-seismic damping part extends downwards into the corresponding connecting gap along the longitudinal end, and a first early warning mechanism is connected between the first connecting piece and the second connecting piece. A first connecting column extending transversely is arranged on the pier in a penetrating mode, a plurality of second connecting assemblies are arranged on the first connecting column, and a second early warning mechanism is arranged on the first connecting column. Through the arrangement of the first early warning mechanism and the second early warning mechanism, the deviation or inclination condition of the assembly type bridge structure is automatically monitored and early warned in real time, regular monitoring by detection personnel is not needed, and a large amount of time and manpower can be saved.
本技术方案公开了一种装配式桥梁结构,涉及桥梁工程技术领域,其中,装配式桥梁结构包括桥墩、横梁和桥面板,横梁沿横向延伸,桥面板和桥墩分别支承于横梁的上下两侧;桥面板的底部与横梁沿纵向的两侧之间分别设置有两个第一连接组件,各第一连接组件包括第一连接件和第二连接件;第一抗震阻尼沿纵向的端部向下延伸至对应的连接间隙内,第一连接件和第二连接件之间连接有第一预警机构;桥墩穿设有横向延伸的第一连接柱,第一连接柱上设置有多个第二连接组件,第一连接柱上设置有第二预警机构。通过设置第一预警机构和第二预警机构对装配式桥梁结构发生偏移或倾斜的情况进行自动监测并实时预警,无需检测人员定期监测,能够节省大量时间和人力。
Fabricated bridge structure
The technical scheme discloses an assembly type bridge structure, and relates to the technical field of bridge engineering, the assembly type bridge structure comprises bridge piers, cross beams and bridge deck slabs, the cross beams extend in the transverse direction, and the bridge deck slabs and the bridge piers are supported on the upper sides and the lower sides of the cross beams respectively; two first connecting assemblies are arranged between the bottom of the bridge deck slab and the two sides of the cross beam in the longitudinal direction respectively, and each first connecting assembly comprises a first connecting piece and a second connecting piece; the first anti-seismic damping part extends downwards into the corresponding connecting gap along the longitudinal end, and a first early warning mechanism is connected between the first connecting piece and the second connecting piece. A first connecting column extending transversely is arranged on the pier in a penetrating mode, a plurality of second connecting assemblies are arranged on the first connecting column, and a second early warning mechanism is arranged on the first connecting column. Through the arrangement of the first early warning mechanism and the second early warning mechanism, the deviation or inclination condition of the assembly type bridge structure is automatically monitored and early warned in real time, regular monitoring by detection personnel is not needed, and a large amount of time and manpower can be saved.
本技术方案公开了一种装配式桥梁结构,涉及桥梁工程技术领域,其中,装配式桥梁结构包括桥墩、横梁和桥面板,横梁沿横向延伸,桥面板和桥墩分别支承于横梁的上下两侧;桥面板的底部与横梁沿纵向的两侧之间分别设置有两个第一连接组件,各第一连接组件包括第一连接件和第二连接件;第一抗震阻尼沿纵向的端部向下延伸至对应的连接间隙内,第一连接件和第二连接件之间连接有第一预警机构;桥墩穿设有横向延伸的第一连接柱,第一连接柱上设置有多个第二连接组件,第一连接柱上设置有第二预警机构。通过设置第一预警机构和第二预警机构对装配式桥梁结构发生偏移或倾斜的情况进行自动监测并实时预警,无需检测人员定期监测,能够节省大量时间和人力。
Fabricated bridge structure
装配式桥梁结构
FU JIANWEI (author) / DING WANRONG (author) / FENG YANNA (author) / XIE TONG (author) / YAO XIN (author) / WANG MENGYAO (author) / CAI HE (author)
2024-11-05
Patent
Electronic Resource
Chinese