Concrete face rockfill dam isolating layer construction method
A technology of concrete slab and construction method, which is applied in the direction of dams, barrages, and infrastructure engineering, etc., which can solve the problems of destroying the waterproofing and separation lubrication of the separation layer, the construction investment equipment is large, and the construction process is complex, etc., so as to achieve fast and efficient construction. The method is simple and the effect of improving the anti-seepage effect
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Embodiment 1
[0021] see figure 1 , the construction method of the isolation layer of the concrete face rockfill dam of the present embodiment 1 comprises the following steps:
[0022] (1) According to emulsified asphalt 150kg, water 120kg, cement 300kg ingredients:
[0023] (2) When the natural environment temperature is 28°C and the water temperature is 15°C, weigh 150kg of emulsified asphalt and 120kg of water according to the formula ratio and put them into the mixing tank, stir at 300-500 rpm for 2-3 minutes to mix the emulsified asphalt and water Uniform;
[0024] (3) Slowly add 300kg of cement into the emulsified asphalt and water mixture material that is well stirred in step (1) according to the formula ratio, and stir at 600-800 rpm for 3-5 minutes to make it fully mixed to form powder - emulsified asphalt mortar;
[0025] (4) Filter the fully mixed powder-emulsified asphalt mortar in step ((3) to remove the mortar residue, and keep stirring at a speed of 300-500 rpm to prevent ...
Embodiment 2
[0028] see figure 2 , the present embodiment 2 is basically the same as embodiment 1. The difference is that in step (2), put 120 kg of water and 300 kg of cement into the mixing tank in turn, and stir for 3-5 minutes at a speed of 600-800 rpm to mix the cement and water evenly; in step (3), emulsify Add asphalt to the well-stirred cement and water mixture in step (2), and stir at 300-500 rpm for 2-3 minutes to make it fully mixed to form a powder-emulsified asphalt mortar.
[0029] The construction method of the isolation layer of the concrete face rockfill dam of the present invention is preferably spraying 1.5-2 mm at a time. If the thickness is required to be greater than 2mm, perform secondary spraying before the asphalt is not demulsified and the cement is not set.
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