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Steel truss girder assembly line shape adjusting device and adjusting method
The invention belongs to the technical field of bridge construction, and discloses a steel truss girder assembly line shape adjusting device and method. The steel truss girder assembly line shape adjusting device comprises a first adjusting system, wherein the first adjusting system is used for adjusting a deviation line shape between a first bridge deck slab and a second bridge deck slab during assembly; the first adjusting system comprises a first supporting piece fixedly connected to the first bridge deck; one end of the force transmission beam abuts against the first supporting piece, and the other end of the force transmission beam is movably arranged on the second bridge deck slab. And the first jack is installed on the second bridge deck slab, the force application end of the first jack is arranged towards the force transmission beam, and the first jack can push the force transmission beam to move towards the side away from the second bridge deck slab in the extending direction of the first jack. According to the linear adjusting device and method for steel truss girder assembly, linear adjusting operation can be convenient and fast, and time and labor are saved.
本发明属于桥梁施工技术领域,公开了一种钢桁梁拼装线形调整装置及调整方法。钢桁梁拼装线形调整装置包括第一调整系统,第一调整系统用于调整拼装时第一桥面板和第二桥面板之间的偏位线形;第一调整系统包括:第一支撑件,固定连接于第一桥面板上;传力梁,传力梁的一端抵接于第一支撑件,另一端可活动设置于第二桥面板上;第一千斤顶,安装于第二桥面板上,第一千斤顶的施力端朝向传力梁设置,第一千斤顶能够推动传力梁沿自身的延伸方向朝远离第二桥面板的一侧移动。本发明提供的一种钢桁梁拼装线形调整装置及调整方法,能够使线形调整操作方便快捷、省时省力。
Steel truss girder assembly line shape adjusting device and adjusting method
The invention belongs to the technical field of bridge construction, and discloses a steel truss girder assembly line shape adjusting device and method. The steel truss girder assembly line shape adjusting device comprises a first adjusting system, wherein the first adjusting system is used for adjusting a deviation line shape between a first bridge deck slab and a second bridge deck slab during assembly; the first adjusting system comprises a first supporting piece fixedly connected to the first bridge deck; one end of the force transmission beam abuts against the first supporting piece, and the other end of the force transmission beam is movably arranged on the second bridge deck slab. And the first jack is installed on the second bridge deck slab, the force application end of the first jack is arranged towards the force transmission beam, and the first jack can push the force transmission beam to move towards the side away from the second bridge deck slab in the extending direction of the first jack. According to the linear adjusting device and method for steel truss girder assembly, linear adjusting operation can be convenient and fast, and time and labor are saved.
本发明属于桥梁施工技术领域,公开了一种钢桁梁拼装线形调整装置及调整方法。钢桁梁拼装线形调整装置包括第一调整系统,第一调整系统用于调整拼装时第一桥面板和第二桥面板之间的偏位线形;第一调整系统包括:第一支撑件,固定连接于第一桥面板上;传力梁,传力梁的一端抵接于第一支撑件,另一端可活动设置于第二桥面板上;第一千斤顶,安装于第二桥面板上,第一千斤顶的施力端朝向传力梁设置,第一千斤顶能够推动传力梁沿自身的延伸方向朝远离第二桥面板的一侧移动。本发明提供的一种钢桁梁拼装线形调整装置及调整方法,能够使线形调整操作方便快捷、省时省力。
Steel truss girder assembly line shape adjusting device and adjusting method
钢桁梁拼装线形调整装置及调整方法
SHI HONG (author) / SONG BING (author) / ZHANG JIAN (author) / ZHANG MIN (author) / CHEN XIAOMEI (author) / YANG JUNHONG (author) / SHI XIUFENG (author) / GUO XINYI (author) / XU YIXIANG (author)
2024-05-10
Patent
Electronic Resource
Chinese
IPC:
E01D
BRIDGES
,
Brücken
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