High slope supporting structure

Abstract

The utility model discloses a high slope supporting structure, which relates to the technical field of high slope supporting and comprises a concrete matts, and each longitudinal edge of the concrete matts is provided with a water channel; each flow guide structure is arranged on the transverse edge of each grid of the concrete grid shaped like the Chinese character'tian ', each flow guide structure comprises two groups of flow guide plates, the two groups of flow guide structures are symmetrical, each group of flow guide structure comprises more than two flow guide plates, and the flow guide plates are distributed in a stepped manner; each grid of the concrete grid shaped like the Chinese character'tian 'is filled with a gravel layer, a steel mesh is laid on the upper surface of each gravel layer, and the steel meshes are fixed to the grids. In cloudy and rainy days, rainwater is divided by the flow guide plates in the flow guide structure, and the flow guide plates are distributed in a stepped manner, so that the rainwater is continuously separated, the flushing speed is greatly reduced, and the flushing strength of the rainwater is reduced.

Description

TECHNICAL FIELD

[0001] The utility model relates to high side slope support technical field, especially a high side slope support structure. BACKGROUND

[0002] With the high -speed development of economy, the convenience degree requirement of each area to traffic is higher and higher, and then builds a large amount of railway, expressway, tunnel and other traffic facilities in mountainous or hilly area, and high and steep side slope becomes the thorny problem of threatening road safety operation, generally in order to make high side slope stable, generally, support structure is arranged on high side slope and is used for stabilizing high side slope.

[0003] Through the retrieval, patent announcement No. CN210507478U China utility model discloses a high and steep soil body deformation side slope support structure, relates to the technical field of side slope support engineering, it includes a plurality of steel pipe piles vertically arranged on the top of the outside of the deformation soil body range, the steel pipe pile one end is inserted into the stable bedrock of soil body, the soil slope in the deformation soil body range is reinforced after the full load of cutting slope, and the top of the outside of the deformation soil body range is also inserted with a plurality of anchorages for reinforcing the plurality of steel pipe piles, one end of the anchorage is inserted into the stable bedrock of soil body. The utility model improves the effect of temporary support of the steel pipe pile by the anchorage.

[0004] The above support structure adopts common cross-shaped support structure, if heavy rain weather, rainwater will wash away the soil in the cross-shaped support structure, thereby washing away the soil, causing soil loss, and making the high side slope unstable. UTILITY MODEL CONTENTS

[0005] The purpose of the present application is to provide a utility model to solve the problems raised in the above background technology.

[0006] To achieve the above-mentioned purpose, the present application provides the following technical scheme: a high side slope support structure, comprising:

[0007] A concrete cross-shaped grid, each longitudinal side of the concrete cross-shaped grid is provided with a water groove;

[0008] A plurality of flow guide structures, each flow guide structure is arranged on each horizontal side of the concrete cross-shaped grid, the flow guide structure comprises two groups of flow guide plates, the two groups of flow guide structures are symmetrical, and each flow guide plate (7) in each group of flow guide plates is distributed in steps.

[0009] Preferably, each cross-shaped grid of the concrete cross-shaped grid is filled with a sand and stone layer.

[0010] Preferably, the upper surface of the sand and stone layer is paved with a steel mesh, and the steel mesh is fixed with the cross-shaped grid.

[0011] Preferably, the wire of the steel net is fixed with an anchor rod, the slope surface of the high slope is provided with a plurality of insertion holes, and the anchor rod is distributed in the insertion hole.

[0012] Preferably, the anchor rod and the insertion hole are filled with a concrete layer.

[0013] Preferably, the upper surface of the steel net is paved with a vegetation layer.

[0014] Therefore, the technical effect and advantages of the utility model are as follows:

[0015] 1. In the utility model, when it is rainy, the rainwater is divided by the guide plates in the guide structure, and the rainwater is continuously separated and the scouring speed is greatly reduced, so that the scouring intensity of the rainwater is reduced.

[0016] 2. In the utility model, the gravel layer improves the bearing capacity of the shallow layer of the high slope, reduces the settlement amount and accelerates the drainage and consolidation of the high slope, the steel net is used for fastening the gravel layer and can further improve the anti-scouring capacity, and the vegetation layer is energy-saving and environment-friendly and can prevent water and soil loss. DRAWINGS

[0017] In order to more clearly illustrate the technical solutions in the embodiments of the present application or the prior art, the drawings needed to be used in the embodiments or the prior art description will be briefly introduced. Obviously, the drawings in the following description only some embodiments of the present application, and other drawings can be obtained by those skilled in the art without creative labor.

[0018] Figure 1 It is a three-dimensional structure schematic diagram in the embodiment;

[0019] Figure 2 It is a three-dimensional structure schematic diagram without vegetation in the embodiment;

[0020] Figure 3 It is Figure 1 the enlarged structure schematic diagram of A in the embodiment;

[0021] Figure 4 It is a side cross-sectional structure schematic diagram in the embodiment.

[0022] In the drawings: 1, concrete checkboard; 2, guide structure; 3, water tank; 4, vegetation layer; 5, steel net; 6, gravel layer; 7, guide plate; 8, insertion hole; 9, concrete layer; 10, anchor rod. DETAILED DESCRIPTION

[0023] The technical solutions in the embodiments of the present application will be clearly and completely described below with reference to the drawings in the embodiments of the present application. Obviously, the described embodiments are only part of the embodiments of the present application, rather than all the embodiments of the present application. Based on the embodiments of the present application, all the other embodiments obtained by those skilled in the art without creative work fall within the scope of the present application.

[0024] In order for those skilled in the art to better understand the technical solutions of the present application, the present application will be further described in detail below with reference to the drawings and specific embodiments. It should be noted that the embodiments of the present application and the features in the embodiments can be combined with each other without conflict.

[0025] In the description of the present application, it should be noted that the terms "upper", "lower", "inner", "outer", "top / bottom end" and the like indicate the orientation or positional relationship 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 devices or elements referred to must have a particular orientation, be constructed and operated in a particular orientation, and therefore cannot be understood as a limitation on the present application.

[0026] In the description of the present application, it should be noted that unless otherwise explicitly specified and limited, the terms "mounting", "provided with", "sleeve setting / connection", "connection" and the like should be broadly understood, for example, "connection" can be fixed connection, can also be detachable connection, or integrally connected; can be mechanical connection, can also be electrical connection; can be directly connected, can also be indirectly connected through an intermediate medium, can be the communication between two elements. For those skilled in the art, the specific meaning of the above terms in the present application can be understood according to the specific circumstances.

[0027] Embodiment: Reference Figures 1-4 The high slope support structure shown comprises:

[0028] The concrete checkboard 1 is provided with water troughs 3 on each longitudinal side of the concrete checkboard 1.

[0029] A plurality of flow guide structures 2 are arranged on each horizontal side of the concrete checkboard 1, and the flow guide structure 2 comprises two groups of flow guide plates 7, the two groups of flow guide structures 2 are symmetrical, and each flow guide plate 7 in each group of flow guide plates 7 is distributed in a stepped manner.

[0030] Through the above connection relationship, when it is rainy, the rainwater is divided by each flow guide plate 7 in the flow guide structure 2, and since each flow guide plate 7 is distributed in a stepped manner, the rainwater is continuously separated, and the scouring speed is greatly reduced, thereby reducing the scouring intensity of the rainwater.

[0031] Specifically, each of the concrete fields 1 is filled with a sandstone layer 6;

[0032] Through the above connection relationship, the sandstone layer 6 improves the bearing capacity of the high slope shallow layer, reduces the settlement amount, and accelerates the drainage consolidation of the high slope.

[0033] Specifically, the upper surface of the sandstone layer 6 is paved with a steel mesh 5, the steel mesh 5 is fixed with the field, the mesh line of the steel mesh 5 is fixed with an anchor rod 10, the slope surface of the high slope is provided with a plurality of insertion holes 8, and the whole of each anchor rod 10 is distributed in each insertion hole 8.

[0034] Through the above connection relationship, the steel mesh 5 is used for fastening the sandstone layer 6, and further improves the anti-scouring capacity.

[0035] Specifically, the anchor rod 10 and the insertion hole 8 are filled with a concrete layer 9.

[0036] Specifically, the upper surface of the steel mesh 5 is paved with a vegetation layer 4.

[0037] Through the above connection relationship, the vegetation layer 4 is energy-saving and environment-friendly on the one hand, and can prevent water and soil loss on the other hand.

[0038] The working principle of the utility model is as follows: when it is rainy, the rainwater is shunted by each deflector 7 in the deflector structure 2, the rainwater is continuously separated because each deflector 7 is distributed in steps, the scouring speed is greatly reduced, and the scouring intensity of the rainwater is reduced; the sandstone layer 6 improves the bearing capacity of the high slope shallow layer, reduces the settlement amount, and accelerates the drainage consolidation of the high slope; the steel mesh 5 is used for fastening the sandstone layer 6, and further improves the anti-scouring capacity; the vegetation layer 4 is energy-saving and environment-friendly on the one hand, and can prevent water and soil loss on the other hand.

[0039] Finally, it should be noted that: the above only for the preferred embodiments of the utility model, and does not limit the utility model, although the utility model is described in detail with reference to the foregoing embodiments, for the person skilled in the art, still can modify the technical scheme recorded in the foregoing each embodiment, or equivalent replacement to part of technical features, any modification, equivalent replacement, improvement etc. that is made within the spirit and principles of the utility model, should be included in the protection scope of the utility model.

Claims

1. A high slope support structure, characterized by, The utility model relates to a high slope protection structure, including: Concrete herringbone (1), each longitudinal edge of concrete herringbone (1) is provided with water groove (3); A plurality of flow guide structure (2), each flow guide structure (2) is arranged on each herringbone transverse edge of concrete herringbone (1), and flow guide structure (2) includes two groups of flow guide plate (7), and two groups of flow guide structure (2) are symmetrical, and each flow guide plate (7) in each group flow guide plate (7) is in ladder distribution.

2. A high slope support structure according to claim 1, characterized in that: Each herringbone of concrete herringbone (1) is filled with sand and stone layer (6).

3. A high slope support structure according to claim 2, wherein: The upper surface of sand and stone layer (6) is paved with steel net (5), and steel net (5) is fixed with herringbone.

4. A high slope support structure according to claim 3, wherein: The net line of steel net (5) is fixed with anchor rod (10), and the slope surface of high slope is provided with a plurality of insertion holes (8), and each anchor rod (10) is distributed in each insertion hole (8).

5. A high slope support structure according to claim 4, wherein: The anchor rod (10) and insertion hole (8) are filled with concrete layer (9).

6. A high slope support structure according to claim 3, wherein: The upper surface of steel net (5) is paved with vegetation layer (4).

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