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The invention discloses a long-stroke climbing method for a climbing frame, which is characterized in that a plurality of layers of bearing wedge embedded holes (4) are formed; a bearing wedge (5) is inserted into the embedded hole (4); a low-load-bearing wedge clamping seat (6) and a high-load-bearing wedge clamping seat (7) are hung on the load-bearing wedge (5) and then are connected with upper and lower platform cross beams (8), the upper and lower platform cross beams (8) are connected with oil cylinders, the upper and lower platforms are respectively fixed with or loosened from piers, and mutual climbing or descending between the upper and lower platforms can be realized through the telescopic action of the oil cylinders. The load-bearing wedges and the embedded holes are matched to serve as the load-bearing foundation of the climbing frame, only the embedded holes need to be reserved in the pier columns, the structure is simple, construction is fast, the climbing stroke is long, the synchronization error is small, and the climbing efficiency is high.
本发明公开了一种爬架长行程爬升方法,其特征在于,通过设置多层的承重楔预埋孔(4);在预埋孔(4)内插入承重楔子(5);在承重楔子(5)上吊挂安装低承重楔卡座(6)和高承重楔卡座(7),再与与上下的平台横梁(8)连接,上下的平台横梁(8)上连接油缸,将上下方的平台分别与桥墩固定或松开,通过油缸的伸缩动作,可实现上下两层平台之间的相互爬升或下降。本发明采用承重楔子和预埋孔配合作为爬架的承重基础,在墩柱上只需留出预埋孔,结构简单,施工快捷,爬升行程长,同步误差小,爬升效率高。
The invention discloses a long-stroke climbing method for a climbing frame, which is characterized in that a plurality of layers of bearing wedge embedded holes (4) are formed; a bearing wedge (5) is inserted into the embedded hole (4); a low-load-bearing wedge clamping seat (6) and a high-load-bearing wedge clamping seat (7) are hung on the load-bearing wedge (5) and then are connected with upper and lower platform cross beams (8), the upper and lower platform cross beams (8) are connected with oil cylinders, the upper and lower platforms are respectively fixed with or loosened from piers, and mutual climbing or descending between the upper and lower platforms can be realized through the telescopic action of the oil cylinders. The load-bearing wedges and the embedded holes are matched to serve as the load-bearing foundation of the climbing frame, only the embedded holes need to be reserved in the pier columns, the structure is simple, construction is fast, the climbing stroke is long, the synchronization error is small, and the climbing efficiency is high.
本发明公开了一种爬架长行程爬升方法,其特征在于,通过设置多层的承重楔预埋孔(4);在预埋孔(4)内插入承重楔子(5);在承重楔子(5)上吊挂安装低承重楔卡座(6)和高承重楔卡座(7),再与与上下的平台横梁(8)连接,上下的平台横梁(8)上连接油缸,将上下方的平台分别与桥墩固定或松开,通过油缸的伸缩动作,可实现上下两层平台之间的相互爬升或下降。本发明采用承重楔子和预埋孔配合作为爬架的承重基础,在墩柱上只需留出预埋孔,结构简单,施工快捷,爬升行程长,同步误差小,爬升效率高。
Long-stroke climbing method for climbing frame
一种爬架长行程爬升方法
2023-12-19
Patent
Electronic Resource
Chinese
IPC:
E01D
BRIDGES
,
Brücken
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