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Steel sheet pile cofferdam structure and construction method
The invention discloses a steel sheet pile cofferdam structure and a construction method, the steel sheet pile cofferdam structure comprises cofferdam plates, the two sides of each cofferdam plate are provided with a first connector and a second connector respectively, the first connectors and the second connectors are each of an arc-shaped structure, and when every two adjacent cofferdam plates are combined, the first connectors and the second connectors are combined to form an oval structure; the inner shell is inserted into the first connector and the second connector which are combined to lock the oval structure, a connecting rod assembly is arranged in the inner shell, and the connecting rod mechanism comprises a vertical rod and a connecting rod which slide in the axial diameter direction. According to the steel sheet pile cofferdam structure and the construction method, the first connectors and the second connectors at the connecting positions of the cofferdam plates are fixed through the inner shell and the connecting rod assemblies in the inner shell, and the effect that the cofferdam plates have a movable space for buffering in the force impact process of water flow is achieved through the gaps.
本发明公开了一种钢板桩围堰结构及施工方法，包括两侧分别设置有第一接头和第二接头的围堰板，第一接头和第二接头均为弧形结构，当每相邻两个围堰板组合下第一接头和第二接头组合后呈椭圆形结构，且二者端部保持预定间隙形成缝隙，还包括插接于组合下的第一接头和第二接头上以对椭圆形结构进行锁定用的内壳体，内壳体内设置有连杆组件，连杆机构包括沿轴径方向滑动的竖直杆和连接杆。该发明提供的钢板桩围堰结构及施工方法，通过内壳体和内壳体内部的连杆组件实现了，围堰板的连接处的第一接头和第二接头进行固定，通过通过缝隙实现了在水流的力冲击的过程中可以使围堰板有一个活动的空间，以用于缓冲。
Steel sheet pile cofferdam structure and construction method
The invention discloses a steel sheet pile cofferdam structure and a construction method, the steel sheet pile cofferdam structure comprises cofferdam plates, the two sides of each cofferdam plate are provided with a first connector and a second connector respectively, the first connectors and the second connectors are each of an arc-shaped structure, and when every two adjacent cofferdam plates are combined, the first connectors and the second connectors are combined to form an oval structure; the inner shell is inserted into the first connector and the second connector which are combined to lock the oval structure, a connecting rod assembly is arranged in the inner shell, and the connecting rod mechanism comprises a vertical rod and a connecting rod which slide in the axial diameter direction. According to the steel sheet pile cofferdam structure and the construction method, the first connectors and the second connectors at the connecting positions of the cofferdam plates are fixed through the inner shell and the connecting rod assemblies in the inner shell, and the effect that the cofferdam plates have a movable space for buffering in the force impact process of water flow is achieved through the gaps.
本发明公开了一种钢板桩围堰结构及施工方法，包括两侧分别设置有第一接头和第二接头的围堰板，第一接头和第二接头均为弧形结构，当每相邻两个围堰板组合下第一接头和第二接头组合后呈椭圆形结构，且二者端部保持预定间隙形成缝隙，还包括插接于组合下的第一接头和第二接头上以对椭圆形结构进行锁定用的内壳体，内壳体内设置有连杆组件，连杆机构包括沿轴径方向滑动的竖直杆和连接杆。该发明提供的钢板桩围堰结构及施工方法，通过内壳体和内壳体内部的连杆组件实现了，围堰板的连接处的第一接头和第二接头进行固定，通过通过缝隙实现了在水流的力冲击的过程中可以使围堰板有一个活动的空间，以用于缓冲。
Steel sheet pile cofferdam structure and construction method
一种钢板桩围堰结构及施工方法
WANG JIAN (author) / WANG YIFAN (author) / YANG LIN (author) / ZHANG YONGBIN (author) / MA ZHIGANG (author) / ZHOU SHENGLI (author) / TIAN LONG (author) / TAN JINGHAO (author) / LI FULI (author) / LIU SANMEI (author)
2024-07-05
Patent
Electronic Resource
Chinese
IPC:
E02D
FOUNDATIONS
,
Gründungen