A river slope protection structure and its construction method
A technology for river courses and slope protection surfaces, applied in infrastructure engineering, excavation, coastline protection, etc., can solve problems such as reducing the impact of river water, soil erosion, and damage to retaining walls
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Embodiment 1
[0045] refer to figure 1 and figure 2, is a river slope protection structure disclosed in the present invention, comprising a road shoulder and a slope protection surface 1 arranged below the road shoulder. A protective net 2 is arranged on the slope protection surface 1, and the protective net 2 includes fixed lines 3 criss-crossed horizontally and vertically, and node components 5 covering two intersecting fixed lines 3 . The node member 5 includes a through groove penetrating along its thickness direction, and an anchor rod 6 is inserted in the through groove, and the anchor rod 6 can be inserted into the slope protection surface 1 to form a fixed structure at the node of the protection net 2 . The fixed line 3 is provided with several locking thorns 4 along its length direction, and the locking thorns 4 can be inserted into the slope protection surface 1 to form a multi-point fixing structure for the line position of the protective net 2 .
[0046] refer to figure 2 a...
Embodiment 2
[0052] The difference from Example 1 is that the reference Figure 5 , the transverse threading groove 21 of the transverse ring 7 has a downward opening structure, which is an inverted U-shaped structure; this structure allows the fixing wire 3 to be inserted into and fixed from top to bottom in addition to the way of penetrating the transverse threading groove 21. The way of the wire 3 is matched with the transverse threading groove 21.
Embodiment 3
[0053] Embodiment 3: a kind of river course slope protection construction method, application river course slope protection structure of above-mentioned embodiment 1 or 2, comprises the following steps:
[0054] S1. Insert the fixed line 3 into the node member 5 in a criss-cross manner;
[0055] S2, inserting the node components 5 into the slope protection surface 1 in a grid arrangement order;
[0056] S3, adjusting the extension length of the fixed line 3 on the node component 5, so that the fixed line 3 between the corresponding node components 5 is tensioned;
[0057] S4, passing the anchor rod 6 through the node member 5 and inserting it into the slope protection surface 1;
[0058] S5, continue to insert the locking thorn 4 and the anchor rod 6 to the slope protection surface 1;
[0059] S6. Pour sodium naphthalene acetate particles into the anchor rod 6 .
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