An anchor net device and construction method for high and steep slope reinforcement and protection
A technology for high and steep slopes and construction methods, applied in the field of geotechnical engineering, can solve problems such as difficulty in forming effective connections of prefabricated beams, difficulty in transporting concrete on site, and poor effect of pouring and compacting on site, so as to avoid transportation difficulties and reduce construction costs , the effect of convenient transportation
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Embodiment 1
[0060] Such as Figure 1-5 As shown, a high and steep anchor net device for high and steep slope reinforcement and protection described in this embodiment includes a prestressed anchor device 1, a flexible mesh pad 2, and an enlarged cap 3. The prestressed anchor device 1 is along the slope 6 The slope 61 of the slope is anchored into the slope body of the slope 6 longitudinally and transversely; the flexible mesh pad 2 is close to the slope 61 of the slope 6, and is arranged between the lower expansion cap 31 and the upper expansion cap 32, and the upper expansion cap 32 Clamp the flexible mesh pad 2 from both sides of the flexible mesh pad 2 with the lower expansion cap 31, and the upper expansion cap 32 and the lower expansion cap 31 are all in contact with the flexible mesh pad 2; 3 is arranged at the tail of the anchor rod 1, and the top surface of the upper enlarged cap 32 of the enlarged cap 3 is provided with an anchor 4 and a bucket-shaped head 5 in sequence.
[0061...
Embodiment 2
[0074] Such as Figure 1-5 As shown, a construction method for forming the anchor net device for the reinforcement and protection of high and steep slopes described in this embodiment includes the following steps:
[0075] S1: Prefabricate the lower expansion cap 31 and the upper expansion cap 32 of the expansion cap 3, and then transport them to the working surface of the side slope 6;
[0076] S2: Determine the hole position of the prestressed anchoring device 1, drill the hole with the drilling rig, install the prestressed anchoring device 1 and inject grout;
[0077] S3: The body of the prestressed anchoring device 1 passes through the lower expansion cap 31 to reserve a round hole channel, and the lower expansion cap 31 is embedded in the side slope 6 and laid on the slope;
[0078] S4: Laying the flexible mat 2 along the slope 61 of the side slope 6, and pre-tensioning the flexible mat 2 longitudinally and transversely along the slope;
[0079] S5: The body of the pres...
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