Side slope supporting structure of step type water-permeable construction waste and construction method
A technology for construction waste and support structures, applied in infrastructure engineering, construction, excavation, etc., can solve problems such as soil slope damage and instability, prevent soil erosion, reduce soaking and erosion, and increase resistance to shear deformation and the effect of anti-slip ability
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Embodiment 1
[0063] as attached figure 1 As shown, the slope support structure of the step-type permeable construction waste of the present invention includes a slope surface 9, and a plurality of stepped grooves 10 arranged at intervals are provided on the slope surface 9, and the stepped grooves The bottom of the groove 10 is laid with a drainage pipe 6, and the waterproof geotextile 5 is laid on the drainage pipe 6. The construction waste permeable layer is paved on the waterproof geotextile 5. The construction waste permeable layer fills the stepped groove 10 and the construction waste permeable layer is covered. Build the backfill vegetation layer 1; lay a slope drainage system on the slope surface 9, and the drainage pipe 6 is connected with the slope drainage system;
[0064] The construction waste permeable layer includes a lower permeable structure layer 4, the lower permeable structure layer 4 is located on the waterproof geotextile 5 and several upper permeable structure layers ...
Embodiment 2
[0074] The construction method of the side slope support structure of step type permeable construction waste of the present invention, this construction method is specifically as follows:
[0075] S1. Clean and level the soil slope surface 9, and excavate the slope surface 9 to form stepped grooves 10. The depth of the stepped grooves 10 is 0.8-1.2m; the number of stepped grooves 10 depends on the slope height setting;
[0076] S2. Perform grading treatment on the bottom of the stepped groove 10, with a slope of 3% to 5%;
[0077] S3. Laying drainage pipes 6 on the slope at the bottom of the stepped groove 10; wherein, the drainage pipes 6 are made of PVC material, and a drainage pipe 6 is arranged vertically every 5m, and the diameter of the drainage pipes 6 is 5cm-10cm;
[0078] S4. Laying waterproof geotextiles 5 on the drainage pipe 6; wherein, when the waterproof geotextiles 5 are overlapped, the lap width is not less than 20cm;
[0079] S5. Laying a construction waste ...
Embodiment 3
[0102] The present invention selects an earthy side slope as an implementation example, the side slope height is 4m, and the slope is 30%, and the concrete construction method is as follows:
[0103] (1), the soil slope surface 9 is cleaned and leveled, and the slope surface 9 is excavated into a stepped groove 10, the depth of the stepped groove 10 is 1m, and the number is 4;
[0104] (2), carry out grading treatment at the bottom of the stepped groove 10, the slope is 4%;
[0105] (3), the plain soil layer is compacted with a hand-held tamping machine, and the measured elastic modulus is 41MPa, the CBR value is 9.8%, and the compressive strength is 0.5MPa;
[0106] (4), lay drainage pipe 6 at the bottom of stepped groove 10, drainage pipe 6 material is PVC, vertically every 5m is arranged one, and diameter is 10cm;
[0107] (5), the lower permeable structure layer 4 adopts a single broken concrete block construction waste aggregate, the aggregates are broken concrete blocks...
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