Inclined slope reinforcing structure

Abstract

The utility model provides an inclined slope reinforcing structure which comprises a cushion layer, a bonding layer and a surface layer which are laid on the surface of a slope in sequence, the surface layer comprises a plurality of first building blocks and a plurality of second building blocks, the first building blocks and the second building blocks are arranged in a vertically-spaced transverse strip mode, each first building block or each second building block comprises a plurality of first building blocks or a plurality of second building blocks, and the first building blocks and the second building blocks are arranged in a staggered mode. Wherein the distance between the side, deviating from the slope surface, of the first building block and the slope surface is larger than that between the side, deviating from the slope surface, of the second building block and the slope surface; a barrier strip is further fixedly arranged on the lower side of the side slope and obliquely below the side slope, and the cushion layer, the bonding layer and the surface layer abut against the barrier strip. The utility model solves the problem that in the prior art, the reinforcing effect is not good due to the fact that the building blocks are possibly subjected to landslide in the maintenance process when a slope with a larger gradient is reinforced.

Description

TECHNICAL FIELD

[0001] The utility model relates to slope reinforcing structure technical field especially relates to a kind of inclined slope reinforcing structure. BACKGROUND

[0002] In the process of flood control ditch, highway etc. construction, the slope is often reinforced to prevent soil erosion from causing landslides in the slope and triggering unnecessary safety risks. In the prior art, the slope reinforcement can be reinforced by concrete, stone blocks, etc. The stone blocks can be regular-shaped blocks or irregular-shaped blocks. The concrete is laid on the surface of the slope, and after curing, a reinforcing structure is formed. In some slope structures with small inclination, such reinforcement can achieve good reinforcement effect. However, when reinforcing a slope with large inclination, such as a 45-60° slope, the blocks may slide down during the subsequent curing process, resulting in poor reinforcement effect. SUMMARY

[0003] To solve the problem of poor reinforcement effect caused by the sliding of blocks during the curing process of the slope with large inclination in the prior art, the utility model provides an inclined slope reinforcing structure.

[0004] According to the embodiment of the utility model, an inclined slope reinforcing structure includes a cushion layer, an adhesive layer and a surface layer laid in sequence on the surface of the slope. The surface layer includes a plurality of first blocks and a plurality of second blocks. The first blocks and the second blocks are arranged in horizontal strips spaced vertically. Each strip includes a plurality of first blocks or a plurality of second blocks. The distance between the side of the first block away from the surface of the slope and the surface of the slope is greater than the distance between the side of the second block away from the surface of the slope and the surface of the slope. The slope has a lower side and a downward inclined side fixedly provided with a baffle. The cushion layer, the adhesive layer and the surface layer are in contact with the baffle.

[0005] In the above embodiment, the baffle on the lower side of the slope provides resistance to the surface layer above to prevent sliding. The first blocks and the second blocks can be long strips stacked to form a horizontal strip structure. The horizontal strip structure at the lowest position is in contact with the baffle, and the horizontal strip structures above are in contact with each other to form a complete contact whole, which is not prone to sliding. The adhesive layer and the cushion layer are in contact with the baffle, which ensures that they are not prone to dislocation during the curing process. The overall reinforcing structure is more stable during the curing process, and the problem of poor reinforcement effect caused by the sliding of blocks during the curing process of the slope with large inclination in the prior art is solved.

[0006] Further, the first block is further connected with a positioning rod, and the positioning rod passes through the first block, the adhesive layer and the cushion layer in sequence and is inserted into the side slope.

[0007] Further, the second block is further provided with a missing corner at the upper end of the side close to the first block.

[0008] Further, the cushion layer comprises a gravel layer.

[0009] Further, the adhesive layer comprises a concrete layer.

[0010] Further, the first block and the second block are further filled with concrete.

[0011] Further, the second block is partially embedded in the concrete layer.

[0012] Further, the side slope has a higher side and is covered by a concrete surface layer, an adhesive layer and a cushion layer.

[0013] Compared with the prior art, the utility model has the beneficial effects that:

[0014] The first block and the second block are arranged to form the horizontal strip structure which is stacked with each other, the horizontal strip structure at the lowest position is abutted against the baffle, and each horizontal strip structure at the upper position is abutted against each other, so that the complete abutment whole is formed, and the sliding of the whole is avoided. BRIEF DESCRIPTION OF DRAWINGS

[0015] Figure 1 It is a general structure schematic view of the utility model embodiment;

[0016] Figure 2 It is a general structure schematic view of the utility model embodiment; Figure 1 It is a general structure schematic view of the utility model embodiment;

[0017] In the above drawings:

[0018] The cushion layer 1, the adhesive layer 2, the surface layer 3, the first block 4, the second block 5, the baffle 6, the side slope 7, the positioning rod 8 and the missing corner 9. DETAILED DESCRIPTION

[0019] The technical scheme in the utility model will be further explained below in combination with the drawings and the embodiments.

[0020] In the description of the utility model, it is understood that the orientation or positional relationship indicated by the terms "center", "longitudinal", "transverse", "length", "width", "thickness", "upper", "lower", "front", "rear", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outer", "clockwise", "counterclockwise", "axial", "radial", "circumferential" are based on the orientation or positional relationship shown in the drawings, and are only for the convenience of describing the utility model and simplifying the description, and therefore cannot be understood as limiting the utility model.

[0021] In the example embodiment, as shown in Figure 1 The embodiment provides a reinforced structure for an inclined slope, which comprises a cushion layer 1, a bonding layer 2 and a surface layer 3 sequentially laid on the surface of the slope 7, the surface layer 3 comprises a plurality of first blocks 4 and a plurality of second blocks 5, the first blocks 4 and the second blocks 5 are arranged in horizontal strips spaced apart in an up-down direction, each strip comprises a plurality of first blocks 4 or a plurality of second blocks 5, wherein the distance between the side of the first block 4 away from the surface of the slope 7 and the surface of the slope 7 is greater than the distance between the side of the second block 5 away from the surface of the slope 7 and the surface of the slope 7; the slope 7 has a lower side, and a baffle 6 is further fixedly arranged on the lower side of the slope 7, the baffle 6 can be embedded into the ground by concrete to ensure the installation stability thereof, and the cushion layer 1, the bonding layer 2 and the surface layer 3 all abut against the baffle 6; the baffle 6, the first blocks 4 and the second blocks 5 can all be regular long strips, and the baffle 6 can be longer, the cushion layer 1 arranged in the embodiment is a gravel layer, and the bonding layer 2 is a concrete layer, during the reinforcing construction, the concrete can permeate the gravel layer to connect the gravel layer into a whole, and also connect the first blocks 4 and the second blocks 5, so that the cushion layer 1, the bonding layer 2 and the surface layer 3 finally form a whole structure, which is more stable; in the embodiment, the baffle 6 on the lower side of the slope 7 provides resistance to the surface layer 3 above, to prevent sliding, and the first blocks 4 and the second blocks 5 can all be long strips, and are stacked to form a horizontal strip structure, the horizontal strip structure at the lowest position abuts against the baffle 6, and each horizontal strip structure above abuts against each other, to finally form a complete abutting whole, which is not prone to sliding, and the bonding layer 2 and the cushion layer 1 both abut against the baffle 6, which also ensures that they are not prone to dislocation with the surface layer 3 during the maintenance process, so that the whole reinforced structure is more stable during the maintenance process, and the problem that the reinforcing of the slope 7 with a large inclination may cause the blocks to slide during the maintenance process and finally result in poor reinforcing effect is solved.

[0022] In a further scheme, as shown in Figure 1 , 2As shown, the first block 4 is also connected with a positioning rod 8, and the positioning rod 8 passes through the first block 4, the adhesive layer 2 and the cushion layer 1 in sequence and is inserted into the slope 7 (a reserved hole for the positioning rod 8 to pass through can be preset on the first block 4, facilitating the quick installation), so that the first block 4 is connected more stably, and the overall structure can be kept in a stable state during maintenance, and is not prone to sliding phenomenon; in a more detailed scheme, the first block 4 is also provided with a missing corner 9 on the upper end of the side close to the second block 5, and the missing corner 9 can be used to pour concrete slurry between the first block 4 and the second block 5, so as to strengthen the connection strength between the first block 4 and the second block 5, that is, the first block 4 and the second block 5 are also filled with concrete; in particular, the first block 4 and the second block 5 can be of equal thickness, so that the second block 5 can be partially embedded in the concrete layer, wrapped by the concrete to realize stable laying, and the first block 4 can be directly laid on the surface of the concrete and positioned by the positioning rod 8, so that the overall surface layer 3 can present a concave-convex appearance on the whole, increase the aesthetic degree, and at the same time, a small amount of soil can be filled in the concave part to cover the green plants, further improving the overall aesthetic degree; in a further scheme, the slope 7 has a higher side and is covered by the concrete covering layer 3, the adhesive layer 2 and the cushion layer 1, and the top surface of the slope 7 is covered by the concrete, so that rainwater can be prevented from directly washing the cushion layer 1 and the surface layer 3.

[0023] Finally, it should be pointed out that the above embodiments are only used to illustrate the technical solutions of the present application and are not limiting, and although the present application has been described in detail with reference to the preferred embodiments, those skilled in the art should understand that the technical solutions of the present application can be modified or replaced equivalently without departing from the purpose and scope of the technical solutions of the present application, and all should be covered in the scope of the claims of the present application.

Claims

1. A slope reinforcement structure, characterized in that, The slope protection structure comprises a cushion layer, a bonding layer and a surface layer which are sequentially laid on the surface of a slope, the surface layer comprises a plurality of first blocks and a plurality of second blocks, the first blocks and the second blocks are arranged in an upper and lower interval horizontal strip respectively, each strip comprises a plurality of first blocks or a plurality of second blocks respectively, wherein the distance between the side of the first block away from the surface of the slope and the surface of the slope is greater than the distance between the side of the second block away from the surface of the slope and the surface of the slope; the slope has a lower side and a fixedly arranged fender bar downward and obliquely, and the cushion layer, the bonding layer and the surface layer are all in contact with the fender bar.

2. The inclined slope reinforcing structure according to claim 1, wherein The first block is further connected with a positioning rod, and the positioning rod sequentially passes through the first block, the bonding layer and the cushion layer and is inserted into the slope.

3. The inclined slope reinforcing structure according to claim 1, wherein The second block is further provided with a cornerless part on the side upper end close to the first block.

4. The inclined slope reinforcing structure according to any one of claims 1 to 3, wherein The cushion layer comprises a gravel layer.

5. The inclined slope reinforcing structure according to claim 4, wherein The bonding layer comprises a concrete layer.

6. The inclined slope reinforcing structure according to claim 5, wherein The first block and the second block are further filled with concrete.

7. The inclined slope reinforcing structure according to claim 5, wherein The second block is partially embedded in the concrete layer.

8. The inclined slope reinforcing structure according to claim 5, wherein The slope has a higher side and the surface layer, the bonding layer and the cushion layer are covered by concrete.

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