Management-and-protection-free integrated check dam and construction method thereof
A check dam and integrated technology, which is applied in the field of a check dam without management and protection and its construction, can solve the problems of low flood control standards for check dams, the threat of downstream check dams, and the collapse of check dams. The effect of strong anti-scour ability of dam slope, low dam construction cost and saving project investment
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Embodiment 1
[0026] Embodiment 1: as figure 1 The shown one-piece check dam without management and protection includes a homogeneous earth dam body 1, and a protective layer arranged on the homogeneous earth dam body 1; The upstream slope protection layer 2 on the surface of the dam slope, the downstream slope protection layer 3 on the slope surface downstream of the homogeneous earth dam body 1, and the mixture layer 4 arranged on the crest of the homogeneous earth dam body 1, and the mixture Layer 4 is connected with upstream slope protection layer 2 and downstream slope protection layer 3 as a whole;
[0027] The homogeneous earth dam dam body 1 is buried with multiple layers of blind drainage pipes 5 at intervals, and the mouth of the blind drainage pipes 5 runs through and extends out of the downstream slope protection layer 3;
[0028] The thickness of the protective layer of the upstream dam slope is 1.0m, and the thickness of the protective layer of the downstream dam slope is 2.0...
Embodiment 2
[0036] Embodiment 2: Different from Embodiment 1: the thickness of the protective layer of the upstream dam slope is 1.3m, and the thickness of the protective layer of the downstream dam slope is 2.5m; The distance between two adjacent blind drainage pipes 5 is 4m;
[0037]The upstream slope protection layer 2, the downstream slope protection layer 3, and the mixture layer 4 adopt the same mixture; the mixture is prepared by uniformly mixing the dam building soil material and the muddy silt fine sand consolidation agent according to the weight ratio of 80:20. into; argillaceous silt fine sand consolidation agent is prepared by calcined argillaceous silt fine sand fine powder and slag powder, cement by weight percentage of 75%:8%:17%.
[0038] The construction method of the above-mentioned pipe-free and protective one-piece check dam comprises the following steps:
[0039] Step 1: Rolling and filling the homogeneous earth dam body 1 according to the design section and construc...
Embodiment 3
[0046] Embodiment 3: Different from Embodiment 1: the thickness of the protective layer of the upstream dam slope is 1.5m, and the thickness of the protective layer of the downstream dam slope is 3.0m; The distance between two adjacent blind drainage pipes 5 is 5m;
[0047] The upstream slope protection layer 2, the downstream slope protection layer 3, and the mixture layer 4 adopt the same mixture; the mixture is prepared by uniformly mixing the dam building soil material and the muddy silt fine sand consolidation agent according to the weight ratio of 90:30. become;
[0048] The argillaceous silty sand consolidation agent is prepared by calcined argillaceous silt fine sand fine powder, mineral powder, and cement at a weight percentage of 80%:10%:10%. The specific steps are: preheat the argillaceous silt fine sand After drying, put it into the calciner, calcined at 1050°C for two hours, then cool it rapidly, and grind it to 200 mesh fine powder for later use; then mix the ca...
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