Gravity pile for blocking dam breach
A technology of gravity piles and cracks, applied in the field of gravity piles, to achieve the effects of large surface area, prevention of deformation, convenient and fast construction
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Embodiment 1
[0032] refer to Figure 1-8 , the present embodiment provides a gravity pile for dam breach sealing, including a hoisting assembly, and a pile body assembly is detachably connected to the bottom of the hoisting assembly;
[0033] The pile body assembly includes a plurality of interconnected base bodies 1, and the side walls of the base body 1 are fixedly equipped with anchoring parts;
[0034] Substrate 1 comprises cube frame 105, and the side wall of cube frame 105 is fixedly provided with anchoring portion, and cube frame 105 edge portion is fixedly connected with trapezoidal plate 106, and trapezoidal plate 106 is positioned at cube frame 105 inner side, and trapezoidal plate 106 long base is fixed with cube frame 105. Then, the sides of adjacent trapezoidal plates 106 are affixed to each other, and the short bases of four adjacent trapezoidal plates 106 are connected end to end to form square holes 104. The surface of trapezoidal plates 106 is provided with some permeable ...
Embodiment 2
[0047] refer to Figure 9 , the difference between this embodiment and Embodiment 1 is that one steel pipe 23 is inserted into the earth-rock dam along the square hole 104, and the remaining steel pipes 23 are inserted into the earth-rock dam along the permeable hole 103, and the remaining steel pipes 23 are facing the same direction. This insertion scheme can be applied on the outermost substrate 1.
Embodiment 3
[0049] refer to Figure 10 , The difference between this embodiment and Embodiment 1 is that several steel pipes 23 are inserted along the permeable holes 103, and several steel pipes 23 face around the base 1.
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