Pervious concrete inverted filter layer for dam-toe revetment, preparation method thereof and revetment structure
A technology of permeable concrete and reverse filter layer, which is applied in the fields of permeable concrete reverse filter layer, slope protection structure, and preparation. It can solve problems such as low reliability, poor drainage and decompression effect, unreasonable design of reverse filter layer structure, etc., and achieve integrity Good, improves durability and reliability, and maintains long-term use characteristics
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Embodiment 1
[0032] Such as Figure 1-Figure 3 As shown, a anti-freezing permeable concrete filter layer used for slope protection behind the dam, which is sequentially arranged with a geotextile layer 2, a fine aggregate permeable concrete layer 3 and a coarse aggregate permeable concrete layer along the flow direction of the permeable water in the dam body 4.
[0033] The geotextile selected in the embodiment of the present invention has a certain toughness and strength, and it should be ensured that during the construction process, it will not be torn or punctured due to laying or vibrating concrete, and the lap joints of the geotextile are glued or stitched. The method forms an integral structure, the thickness of the geotextile is between 1.5-5mm, and the equivalent diameter is less than 0.075mm.
[0034] The permeable concrete layer selected in the embodiment of the present invention is constructed in a cast-in-place manner, and its integrity is stronger.
[0035] The fine aggregat...
Embodiment 2
[0039] A construction method of antifreeze permeable concrete filter layer for slope protection behind a dam, comprising the following steps:
[0040] 1) Repair the downstream dam slope of the earth-rock dam to make it as smooth as possible;
[0041] 2) Spread the geotextile flatly on the construction site. The laying should be smooth, moderately tight, and should be in contact with the soil surface. The lap width should be greater than 50cm and bonded or stitched;
[0042] 3) Fix the geotextile at the top and bottom with anti-skid nails, and it should be pressed along with the laying;
[0043] 4) The fine aggregate permeable concrete layer and the coarse aggregate permeable concrete layer adopt the method of layered pouring; after the fine aggregate permeable concrete is mixed, it is poured on the geotextile as evenly as possible, and the surface is vibrated by plane vibration. Smooth and strictly control its thickness, and pour the coarse aggregate permeable concrete layer ...
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Abstract
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