Concrete dam joint leaking stoppage method
A plugging method and technology of concrete dams, which are applied in water conservancy projects, marine engineering, construction, etc., can solve the problems of water storage loss, difficulty in penetrating, limited fluidity of plugging liquid, etc., and achieve strong applicability and good fluidity Effect
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Embodiment 1
[0031] Embodiment 1, a kind of plugging method of concrete dam gap, such as figure 1 As shown, when the seepage joint 8 of the concrete dam 1 is linear, it runs through from one side of the concrete dam 1 to the other side. The plugging method at this time is that the method uses a plugging device, and the plugging device includes a plugging liquid storage tank 4, an aerator 3 and a plugging liquid collection tank 7, and the air diffuser of the aerator 3 The impeller is set in the plugging liquid storage tank 4, one side of the plugging liquid storage tank 4 is provided with a discharge pipe 2, and the other side is provided with a recovery pipe 6 communicating with the leakage plugging liquid collection tank 7, and the discharge pipe 2 is equipped with a liquid discharge valve, and the recovery pipe 6 is equipped with a recovery pump 5; during plugging operation: place the plugging liquid storage tank 4 on the top of the dam, and place the plugging liquid collection pool 7 a...
Embodiment 2
[0032] Embodiment 2, a kind of plugging method of concrete dam gap, such as figure 2 As shown, when the seepage joint 8 of the concrete dam 1 is linear, it penetrates from the top of the concrete dam 1 to the bottom of the dam. The plugging method at this time is that the method uses a plugging device, and the plugging device includes a plugging liquid storage tank 4, an aerator 3 and a plugging liquid collection tank 7, and the air diffuser of the aerator 3 The impeller is set in the plugging liquid storage tank 4, one side of the plugging liquid storage tank 4 is provided with a discharge pipe 2, and the other side is provided with a recovery pipe 6 communicating with the leakage plugging liquid collection tank 7, and the discharge pipe 2 is equipped with a drain valve, and the recovery pipe 6 is equipped with a recovery pump 5; during plugging operation: place the aerator 3 and the plugging liquid storage tank 4 at the highest point of the leakage joint 8, and place the pl...
Embodiment 3
[0033] Embodiment 3, as in the method described in Embodiment 1 and 2, the volume of the leaking liquid in the leaking liquid storage tank is 0.5 to 1 hour leakage seam flow rate; the volume of the leaking liquid collecting tank 7 is 5 ~10 minutes leak flow.
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