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Steel sheet pile cofferdam and mounting method thereof
The invention relates to a steel sheet pile cofferdam and a mounting method thereof, and relates to the field of hydraulic engineering construction.The steel sheet pile cofferdam comprises a plurality of steel sheet piles and connecting bases, every two steel sheet piles are connected through the connecting bases, the steel sheet piles are sequentially connected to define a construction area, and connecting rods are slidably arranged on the connecting bases; a floating block is arranged on the side, away from the construction area, of the connecting rod, a ground inserting rod is arranged on the connecting base in a sliding mode, a transmission assembly is arranged on the connecting base, and the floating block ascends to drive the connecting rod to ascend so as to drive the ground inserting rod to descend through the transmission assembly. The steel sheet pile cofferdam has the effects that the overall stability of the steel sheet pile cofferdam is enhanced, and the situation that the steel sheet pile cofferdam shakes, inclines, even disengages and the like under the action of water flow is avoided.
本申请涉及一种钢板桩围堰及其安装方法，涉及水利工程施工领域，钢板桩围堰包括多个钢板桩和连接座，所述钢板桩两两之间通过连接座进行连接，多个钢板桩依次连接围设形成施工区域，所述连接座上滑设有连接杆，所述连接杆远离所述施工区域的一侧设置有浮块，所述连接座上滑设有插地杆，所述连接座上设置有传动组件，所述浮块上升带动所述连接杆上升以通过所述传动组件驱动所述插地杆下降。本申请具有增强钢板桩围堰整体的稳定性，避免钢板桩围堰在水流作用下，出现晃动、倾斜甚至脱离等情况的效果。
Steel sheet pile cofferdam and mounting method thereof
The invention relates to a steel sheet pile cofferdam and a mounting method thereof, and relates to the field of hydraulic engineering construction.The steel sheet pile cofferdam comprises a plurality of steel sheet piles and connecting bases, every two steel sheet piles are connected through the connecting bases, the steel sheet piles are sequentially connected to define a construction area, and connecting rods are slidably arranged on the connecting bases; a floating block is arranged on the side, away from the construction area, of the connecting rod, a ground inserting rod is arranged on the connecting base in a sliding mode, a transmission assembly is arranged on the connecting base, and the floating block ascends to drive the connecting rod to ascend so as to drive the ground inserting rod to descend through the transmission assembly. The steel sheet pile cofferdam has the effects that the overall stability of the steel sheet pile cofferdam is enhanced, and the situation that the steel sheet pile cofferdam shakes, inclines, even disengages and the like under the action of water flow is avoided.
本申请涉及一种钢板桩围堰及其安装方法，涉及水利工程施工领域，钢板桩围堰包括多个钢板桩和连接座，所述钢板桩两两之间通过连接座进行连接，多个钢板桩依次连接围设形成施工区域，所述连接座上滑设有连接杆，所述连接杆远离所述施工区域的一侧设置有浮块，所述连接座上滑设有插地杆，所述连接座上设置有传动组件，所述浮块上升带动所述连接杆上升以通过所述传动组件驱动所述插地杆下降。本申请具有增强钢板桩围堰整体的稳定性，避免钢板桩围堰在水流作用下，出现晃动、倾斜甚至脱离等情况的效果。
Steel sheet pile cofferdam and mounting method thereof
一种钢板桩围堰及其安装方法
CHEN CHANGYUN (author)
2023-10-20
Patent
Electronic Resource
Chinese
IPC:
E02D
FOUNDATIONS
,
Gründungen
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