Urban inland river dike ecological landscape protection system and construction method
An ecological landscape and protection system technology, applied in chemical instruments and methods, botanical equipment and methods, coastline protection, etc., can solve problems such as the inability to achieve firmness and durability of dams, improve viewing, reduce the probability of damage, and buffer external forces. the impact of
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specific Embodiment approach 1
[0020] Specific implementation mode one: as figure 1 As shown, this embodiment is an ecological landscape protection system for an urban inland river embankment, which is characterized in that it includes: an original earth dam 1, a dam protection layer 2, an ecological landscape layer 3, a reinforcement foot 4, a number of anti-corrosion fixed anchors 5, and water emergent Vegetation 7 and Landscape Vegetation 8;
[0021] The gradient of the slope on the upstream side of the original earth dam 1 is 30°-35°, the reinforcing foot 4 is set at the bottom of the upstream slope of the original earth dam 1, and part of the reinforcing foot 4 extends to the river bed bottom; the dam protection layer 2 abuts against the side of the original earth dam 1 away from the surface; the ecological landscape layer 3 abuts against the side of the dam protection layer 2 away from the original earth dam 1, the The ecological landscape layer 3 includes several ecological alloy grids 32 and vegeta...
specific Embodiment approach 2
[0023] Specific embodiment two: the difference between this embodiment and specific embodiment one is that the slope top surface and slope surface of the original earth dam 1 have a compacted density greater than 93%, and the slope top surface and slope surface of the original earth dam 1 are designed There is a gravel layer 9, and the thickness of the gravel layer 9 is 5cm-10cm. Other compositions and connection methods are the same as those in Embodiment 1.
[0024] The gravel layer 9 is used for leveling the surface of the original earth dam 1, making the surface of the original earth dam 1 smooth, providing a good laying condition for the dam protection layer 2, and making the gap between the original earth dam 1 and the dam protection layer 2 more stable. Tight, not easy to produce gaps.
specific Embodiment approach 3
[0025] Specific implementation mode three: as figure 1 As shown, the difference between the present embodiment and the specific embodiment two is that an inverse filter layer 6 is laid between the gravel layer 9 and the dam protection layer 2, the dam protection layer 2 and the ecological landscape layer 3, and the inverse filter layer 6 is the short fiber or long fiber needle-punched non-woven fabric layer with a bursting strength greater than 5.5kN. Other compositions and connection methods are the same as those in the second embodiment.
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