A kind of construction method of vegetation roll material used for slope protection
A technology of planting coils and construction methods, applied in botany equipment and methods, excavation, application, etc., can solve the problems of difficult application of plant cultivation work, inability to build plant ecological controllers, and high cost
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Embodiment 1
[0064] A construction method for a planting roll material used for slope protection, combining figure 1 , 2 As shown, the plant planting system on the slope 03 includes a vegetation coil 01 covering the slope 03 and used for slope protection, and the vegetation coil 01 is fixed on the slope 03 by anchors 02,
[0065] Include the following steps:
[0066] A performs data measurement on slope 03;
[0067] B locates the position of the anchor 02 on the slope 03;
[0068] C drives in the anchor 02 at the positioned position, covers the vegetation coil 01 on the slope 03, and fixes the vegetation coil 01 through the anchor 02.
[0069] Described step A comprises the following steps:
[0070] A.a measure the geographic coordinates of the slope 03, said geographic coordinates including altitude, longitude and latitude;
[0071] A.b judges the geotechnical type of slope 03, and described geotechnical type comprises earth-rock slope, rock slope and structure slope;
[0072] A.c m...
Embodiment 2
[0087] This embodiment is based on embodiment one, combining Figure 1-3 As shown, when the slope 03 is an earth-rock slope 03, the step C includes the following steps:
[0088] C.a Drive the anchor 02 into the slope 03 in the direction perpendicular to the slope 03 according to the measured position of the slope 03;
[0089] C.b Cover the vegetation coil 01 sequentially from the top of the slope, and use the anchor 02 to fix the vegetation coil 01;
[0090] Specifically as follows, the anchor 02 includes an anchor cap 021, an anchor buckle I 022, an anchor piece 023, an anchor head 024 and an anchor shank 025;
[0091] The anchor cap 021 is installed on the upper end of the anchor head 024 through threads, the anchor buckle I022 is sleeved on the upper end of the anchor head 024 and located at the lower end of the anchor cap 021, the anchor piece 023 and the anchor head 024 are integrated, the anchor piece 023 is located at the lower end of the anchor buckle I022, and The t...
Embodiment 3
[0095] This embodiment is based on embodiment one, combining figure 1 , 2 , 4, when the slope 03 is a rocky slope 03, the step C includes the following steps:
[0096] C.a Use a rock drill to drill a hole at the anchor 02 positioning position on the slope 03, and clean the hole, the drilling depth is ≥ 500mm, and the drilling diameter is ≥ 32mm;
[0097] C.b After filling the drilled hole with mortar 027, drive the anchor 02 within 45 minutes.
[0098] C.c After the anchor 02 is driven in, wait for 3 days for the mortar 027 to solidify;
[0099] C.d Cover the vegetation coil 01 sequentially from the top of the slope, and use the anchor 02 to fix the vegetation coil 01.
[0100] Specifically as follows, the anchor 02 includes an anchor cap 021, an anchor buckle I 022, an anchor piece 023, an anchor head 024 and an anchor shank 025;
[0101] The anchor cap 021 is installed on the upper end of the anchor head 024 through threads, the anchor buckle I022 is sleeved on the upper...
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