Combined gabion anti-seepage isolation structure and construction method thereof
An isolation structure and combined technology, applied in dikes, breakwaters, marine engineering and other directions, can solve the problems of anti-seepage performance defects and large amount of engineering, so as to improve the anti-seepage safety, reduce the amount of engineering, have integrity and continuity sexual effect
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Embodiment 1
[0048] exist figure 1 , figure 2 , Figure 7 In the shown embodiment, a combined gabion anti-seepage isolation structure includes:
[0049] The gabion 1 is used for the support and load-bearing flexible box unit of pollution control or support protection projects such as trash dams and weirs; the inside of the gabion 1 is filled with filler 2; several gabions 1 are combined to form a flexible lattice bin combination isolate 3; and
[0050] In order to realize the double anti-puncture of the anti-seepage body 6, lining boards 16 can also be arranged on both sides of the anti-seepage body 6;
[0051] Inner liner 16, used for the protective body of anti-blocking packing, described inner liner 16 is arranged at the opening of two horizontally split gabion bodies and forms an insertion channel 5 between the two gabion bodies; and
[0052] The anti-seepage body 6 is inserted inside the insertion channel 5 formed by the buffer grid 4 and extends up and down at both ends to form ...
Embodiment 2
[0066] exist image 3 In the shown embodiment, its structure is basically the same as that of Embodiment 1, the difference is that it is suitable for higher engineering conditions, and according to the height requirements of the project, the combined gabion anti-seepage isolation structure of the present invention is carried out on site. On-site assembly, first, insert the anti-seepage body into the bottom of the warehouse, and unwind upwards, then combine the gabion 1, and combine the gabions in a single group in the horizontal direction at the unwinding position of the anti-seepage body, take two Only large-scale gabion body 1 with inclined angled bottom surface is provided with lining plate 16 respectively at the opening of gabion body, and buffer grid 4 is set inside gabion body 1 near liner plate 16, and buffer lattice The six faces of the grid are provided with isolation bags 43, and the inside of the isolation bags 43 is filled with anti-permeable air sand, stone powder...
Embodiment 3
[0068] exist Figure 4 In the shown embodiment, its structure is basically the same as that of Embodiment 1, the difference is that it is suitable for the engineering working conditions of realizing the anti-seepage isolation on both sides inside the blocked body, and according to the requirements of the engineering height, the combination of the present invention on site On-site assembly of the type gabion anti-seepage isolation structure. First, insert the anti-seepage body into the impermeable layer at the bottom of the reservoir, and unwind upwards, then combine the gabion 1, and align the gabion at the unwinding position of the anti-seepage body Carry out a single-group combination in the horizontal direction, take two gabion bodies 1 that are equal in size and have an inclined bottom surface, and set lining boards 16 at the openings of the gabion bodies respectively, and close to the lining board 16 The inside of the gabion 1 is provided with a buffer grid 4, and isolati...
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