High slope anchor plate and anchor rod combined supporting structure

Abstract

The utility model relates to the field of slope protection, in particular to a high slope anchor plate and anchor rod combined supporting structure. The high slope anchor plate and anchor rod combined supporting structure comprises a supporting structure body. The supporting structure is composed of anchor rods and anchor plates. The multiple anchor rods are installed on the second face of the anchor plate, the bottom of the anchor plate is connected with a flood drainage ditch, the top of the anchor plate is connected with a vertical plate, and the top of one side of the anchor plate is connected with a first slope plate. According to the high slope anchor plate and anchor rod combined supporting structure, the anchor plate is arranged, the surface of the anchor plate is flat, large loads can be borne, good durability and anti-seismic performance are achieved, in addition, due to the fact that the anchor plate is embedded in rock or concrete, the wall body is close, the phenomena of leakage, cracking and the like are not prone to occurring, and the service life of the anchor plate and the anchor rod combined supporting structure is prolonged. Grass planting greening is sprayed on the first upslope panel, the second upslope panel and the third upslope panel, so that the environment can be beautified, and the slope panel can be integrated with surrounding buildings.

Description

Technical Field

[0001] The utility model relates to the field of slope protection, in particular to a high slope anchor plate and anchor rod combined support structure. Background Art

[0002] Anti-slide piles are structures that insert piles into the stable stratum below the sliding surface and use the anchoring effect of the stable stratum rock and soil to balance the thrust of the landslide, thereby stabilizing the landslide; lattice beam slope protection is to design the number, spacing and size of lattice beams according to the conditions of the soil slope and engineering requirements, and it is necessary to consider factors such as the slope, soil quality, and moisture content of the soil slope to ensure the stability and bearing capacity of the lattice beams. However, the retaining structures of the above two support methods have good effects on slope support, but the support costs are high, and there is a lack of slope greening, which is not conducive to the surrounding environment and soil and water conservation, and lacks the characteristics of combining the practicality of the protection project with the beauty of the surrounding buildings.

[0003] Therefore, it is necessary to provide a new high slope anchor plate and anchor rod combined support structure to solve the above technical problems. Utility Model Content

[0004] In order to overcome the defects of the prior art, a high slope anchor plate and anchor rod combined support structure is provided to solve the above problems.

[0005] The utility model provides a high slope anchor plate and anchor rod combined support structure comprising: a support structure; the support structure is composed of an anchor rod and an anchor plate; a plurality of anchor rods are provided, and the plurality of anchor rods are all installed on the second surface of the anchor plate, the bottom of the anchor plate is connected to a flood drainage ditch, the top of the anchor plate is connected to a vertical plate, the top of one side of the anchor plate is connected to a slope panel one, the top side of the slope panel one is connected to a drainage ditch one, one side of the drainage ditch one is connected to a slope panel two, the top side of the slope panel two is connected to a drainage ditch two, one side of the drainage ditch two is connected to a slope panel three, and the top side of the slope panel three is connected to a flood drainage ditch.

[0006] Preferably, the anchor rod has a slope change of degrees on a horizontal line from one end of the anchor rod away from the anchor plate to one end of the anchor rod close to the anchor plate.

[0007] Preferably, one end of the anchor rod close to the anchor plate has a bending portion, and the bending portion is located inside the anchor plate.

[0008] Preferably, the flood drainage ditch, the first intercepting ditch, the second intercepting ditch and the flood intercepting ditch are all concave structures.

[0009] Preferably, the first surfaces of the slope panel 1, the slope panel 2 and the slope panel 3 are all sprayed with grass.

[0010] Compared with the related art, the high slope anchor plate and anchor rod combined support structure provided by the utility model has the following beneficial effects:

[0011] The utility model arranges an anchor plate, and the surface of the anchor plate is relatively flat and can withstand a large load, and has good durability and earthquake resistance. In addition, since the anchor plate is embedded in rock or concrete and the distance to the wall is relatively close, leakage and cracking are not easy to occur. The uphill panel 1, the slope panel 2 and the slope panel 3 are all sprayed with grass and greening, which can not only beautify the environment but also integrate with the surrounding buildings. BRIEF DESCRIPTION OF THE DRAWINGS

[0012] Figure 1 A structural schematic diagram of a preferred embodiment of a high slope anchor plate and anchor rod combined support structure provided by the utility model;

[0013] Figure 2 for Figure 1 A schematic diagram of the support structure shown;

[0014] Figure 3 for Figure 1 Schematic diagram of the structure of the anchor plate shown.

[0015] Numbers in the figure: 1. Support structure; 11. Anchor rod; 12. Anchor plate; 2. Drainage ditch; 3. Vertical plate; 4. Slope panel one; 5. Intercepting ditch one; 6. Slope panel two; 7. Intercepting ditch two; 8. Slope panel three; 9. Intercepting ditch. DETAILED DESCRIPTION

[0016] In order to make the purpose, technical solution and advantages of the utility model more clear, the utility model is further described in detail below in conjunction with the accompanying drawings and embodiments. It should be understood that the specific embodiments described here are only used to explain the utility model and are not used to limit the utility model.

[0017] In the description of the present application, it should be noted that the terms "upper", "lower", "inner", "outer", "top / bottom" and the like indicate positions or positional relationships based on the positions or positional relationships shown in the drawings, and are only for the convenience of describing the present application and simplifying the description, and do not indicate or imply that the device or element referred to must have a specific position, be constructed and operated in a specific position, and therefore cannot be understood as limiting the present application. In addition, the terms "first" and "second" are used for descriptive purposes only, and cannot be understood as indicating or implying relative importance.

[0018] The specific implementation of the present utility model is described in detail below in conjunction with specific embodiments.

[0019] The utility model provides a high-slope anchor plate and anchor rod combined support structure, the high-slope anchor plate and anchor rod combined support structure comprises: a support structure 1; the support structure 1 is composed of an anchor rod 11 and an anchor plate 12; a plurality of anchor rods 11 are provided, and the plurality of anchor rods 11 are all installed on the second surface of the anchor plate 12, the bottom of the anchor plate 12 is connected to a flood drainage ditch 2, the top of the anchor plate 12 is connected to a vertical plate 3, the top of one side of the anchor plate 12 is connected to a slope panel 1 4, one side of the top of the slope panel 1 4 is connected to a drainage ditch 1 5, one side of the drainage ditch 1 5 is connected to a slope panel 2 6, one side of the top of the slope panel 2 6 is connected to a drainage ditch 2 7, one side of the drainage ditch 2 7 is connected to a slope panel 3 8, and one side of the top of the slope panel 3 8 is connected to a drainage ditch 9.

[0020] It should be noted that: the anchor rod 11 is fixedly installed on the second side of the anchor plate 12 to provide support and fixation for the stratum soil. The anchor plate 12 is connected to multiple anchor rods 11, and the bottom is connected to a drainage ditch 2 for drainage to ensure the stability of the structure. The top of the anchor plate 12 is connected to a vertical plate 3 to enhance the overall stability of the support structure and prevent falling rocks. A slope panel 4 is connected to the top of one side of the anchor plate 12, and a drainage ditch 5 is connected to one side of the top to guide possible influx of water. The drainage ditch 5 is connected to the slope panel 2 6, and then through the connection of the drainage ditch 2 7, the slope panel 3 8 and the drainage ditch 9, a complete support structure is formed, which can also prevent damage by water.

[0021] In an embodiment of the utility model, the anchor rod 11 has a slope change of 5 degrees on the horizontal line from one end away from the anchor plate 12 to the end of the anchor rod 11 close to the anchor plate 12. The end of the anchor rod 11 close to the anchor plate 12 has a bending portion, and the bending portion is located inside the anchor plate 12.

[0022] It should be noted that the design of the anchor rod 11 takes into account the characteristics of the stratum soil and engineering requirements, so it has a 5-degree slope change on the horizontal line. This design can increase the contact area between the anchor rod 11 and the stratum soil, increase the support force and fixation effect. In addition, the anchor rod 11 has a bent portion at one end close to the anchor plate 12, and the bent portion is located inside the anchor plate 12. This design can effectively reduce the stress concentration phenomenon of the anchor rod at the bend, and reduce the risk of deformation and damage of the anchor rod due to force. At the same time, setting the bent portion inside the anchor plate can improve the connection strength between the anchor rod and the anchor plate, reduce the possible falling off or sliding phenomenon, and ensure the overall stability of the support structure.

[0023] In the embodiment of the present utility model, the flood drainage ditch 2, the first intercepting ditch 5, the second intercepting ditch 7 and the flood intercepting ditch 9 are all concave structures.

[0024] It should be noted that the concave structure can effectively guide water flow, reduce water flow resistance, reduce water flow fluctuations, ensure smooth drainage, prevent water flow siltation and blockage, and the concave structure has a strong water pressure bearing capacity and can remain stable under the impact pressure of water flow to avoid structural damage or deformation.

[0025] In the embodiment of the utility model, the first surfaces of the slope panel 1 4 , the slope panel 2 6 and the slope panel 3 8 are all sprayed with grass.

[0026] It should be noted that: planting grass can increase the coverage of the slope, reduce the possibility of rainwater directly scouring the slope, effectively slow down the speed of soil erosion on the slope, and the grass root system can firmly fix soil particles, improve the soil's anti-scouring and stability, and effectively curb the erosion process of the slope. By spraying grass, it can provide a growth environment and conditions for vegetation, promote the growth of vegetation on the slope, and further increase the coverage and ecological benefits of the slope.

[0027] The working principle of the high slope anchor plate and anchor rod combined support structure provided by the utility model is as follows: the anchor plate 12 is embedded in the rock or concrete on the ground, and then the anchor rod 11 is arranged on the wall surface of the anchor plate 12, and the anchor plate 11 and the drainage ditch 2 are cast as one to increase the firmness and stability of the wall and the slope foot.

[0028] The circuits and controls involved in the present invention are all prior art and will not be described in detail here.

[0029] The above description is only an embodiment of the present invention, and does not limit the patent scope of the present invention. Any equivalent structure or equivalent process transformation made by using the contents of the specification and drawings of the present invention, or directly or indirectly applied in other related technical fields, are also included in the patent protection scope of the present invention.

Claims

1. A high slope anchor plate and anchor rod combined support structure, characterized in that: include: Support structure (1); The support structure (1) is composed of an anchor rod (11) and an anchor plate (12); A plurality of anchor rods (11) are provided, and the plurality of anchor rods (11) are all installed on the second surface of the anchor plate (12); the bottom of the anchor plate (12) is connected to a flood drainage ditch (2); the top of the anchor plate (12) is connected to a vertical plate (3); the top of one side of the anchor plate (12) is connected to a slope panel one (4); the top of the slope panel one (4) is connected to a drainage ditch one (5); one side of the drainage ditch one (5) is connected to a slope panel two (6); the top of the slope panel two (6) is connected to a drainage ditch two (7); one side of the drainage ditch two (7) is connected to a slope panel three (8); and the top of the slope panel three (8) is connected to a flood drainage ditch (9).

2. The high slope anchor plate and anchor rod combined support structure according to claim 1 is characterized in that: The anchor rod (11) has a slope change of (5) degrees on a horizontal line from one end of the anchor rod (11) away from the anchor plate (12) to one end of the anchor rod (11) close to the anchor plate (12).

3. The high slope anchor plate and anchor rod combined support structure according to claim 2 is characterized in that: One end of the anchor rod (11) close to the anchor plate (12) has a bent portion, and the bent portion is located inside the anchor plate (12).

4. The high slope anchor plate and anchor rod combined support structure according to claim 3 is characterized in that: The flood drainage ditch (2), the first intercepting ditch (5), the second intercepting ditch (7) and the flood intercepting ditch (9) are all concave structures.

5. The high slope anchor plate and anchor rod combined support structure according to claim 4 is characterized in that: The first surfaces of the slope panel 1 (4), the slope panel 2 (6) and the slope panel 3 (8) are all sprayed with grass.

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