Novel roadbed and pavement anti-cracking structure

Abstract

The utility model discloses a novel roadbed and pavement anti-crack structure, which belongs to the technical field of road construction and comprises a roadbed, a left retaining wall is fixedly arranged on the left side of the roadbed, a right retaining wall is fixedly arranged on the right side of the roadbed, a lime soil layer is fixedly paved at the upper end of the roadbed, and a gravel layer is fixedly paved at the upper end of the lime soil layer. The pavement firmness of the gravel layer, the cement layer and the vertical ribs is improved through the arrangement of the multiple vertical ribs, the reinforcing net is arranged at the upper ends of the vertical ribs to reinforce and pull the cement layer and the waterproof layer, cracks are avoided, cracks of other layers are avoided, cracks of the asphalt middle layer and the modified asphalt pavement layer are avoided through the arrangement of the anti-cracking net, and the service life of the asphalt middle layer and the modified asphalt pavement layer is prolonged. The anti-cracking effect of the whole road is improved, the using effect of the road is improved, the service life of the road is prolonged, meanwhile, the left short rib and the right short rib are arranged, and the left long rib and the right long rib are arranged, so that the effects of reinforcing the road and pulling movement and collapse among all layers are achieved.

Description

Technical Field

[0001] This utility model relates to the field of road construction technology, and more specifically, to a novel roadbed and pavement crack-resistant structure. Background Art

[0002] "Roads" refers to highways, urban roads, and places within the jurisdiction of an organization that allow public motor vehicle traffic, including squares, public parking lots, and other places used for public passage.

[0003] For example, the publication number CN216074573U discloses a crack-resistant roadbed and pavement structure, comprising at least one pair of retaining walls, wherein a roadbed, a stabilizing layer, a waterproof layer, an asphalt base layer, and an asphalt surface layer are sequentially arranged between the pair of retaining walls from bottom to top; a cavity is provided between the stabilizing layer and the waterproof layer, and an earthquake-resistant structure is connected to the cavity via reinforcing ribs; the earthquake-resistant structure comprises wavy upper and lower stress-bearing plates, wherein a plurality of elastic cylindrical tubes are provided between the upper and lower stress-bearing plates, and a buffer spring is connected between each of the elastic cylindrical tubes; a protrusion is integrally formed on the inner side of the retaining wall, and one end of the protrusion extends into the upper and lower stress-bearing plates and is connected to the elastic cylindrical tube. This solves the problem that the road surface in the existing road structure is still prone to cracking due to the long-term rolling of wheels due to the lack of a corresponding earthquake-resistant structure, which seriously affects the service life of the road structure.

[0004] As can be seen from the above-mentioned publicly available plans, the roadbed is currently mostly laid by directly pouring concrete. The concrete is not protective enough and has poor crack resistance. After a long period of use, cracks are likely to appear on the road surface, which will affect the road's performance and service life. At the same time, the road is also prone to collapse after a long period of use, which will also affect its use. Utility Model Content

[0005] The purpose of this utility model is to provide a new type of roadbed and pavement anti-cracking structure to solve the problems of road crack resistance and collapse resistance.

[0006] To achieve the above objectives, this utility model provides the following technical solution: a novel roadbed and pavement crack-resistant structure, comprising a roadbed, a left retaining wall fixedly installed on the left side of the roadbed, a right retaining wall fixedly installed on the right side of the roadbed, a layer of lime-soil fixedly laid on the upper end of the roadbed, a layer of crushed stone fixedly laid on the upper end of the lime-soil layer, a cement layer fixedly laid on the upper end of the crushed stone layer, multiple vertical reinforcing bars fixedly inserted on the upper end of the roadbed, multiple left short reinforcing bars fixedly installed on the right side of the left retaining wall, multiple right short reinforcing bars fixedly installed on the left side of the right retaining wall, a reinforcing mesh fixedly laid on the upper end of the cement layer, a waterproof layer fixedly laid on the upper end of the reinforcing mesh, an asphalt base layer fixedly laid on the upper end of the waterproof layer, and an asphalt intermediate layer fixedly laid on the upper end of the asphalt base layer. A crack-resistant mesh is fixedly laid on the upper end of the asphalt intermediate layer, and a modified asphalt pavement layer is fixedly laid on the upper end of the crack-resistant mesh. The installation of multiple vertical bars increases the strength of the crushed stone layer, cement layer, and vertical bars. The reinforcing mesh at the upper end of the vertical bars reinforces and pulls the cement layer and waterproof layer to prevent cracks, thereby preventing cracks in other layers. Moreover, the installation of the crack-resistant mesh prevents cracks in the asphalt intermediate layer and modified asphalt pavement layer, thereby increasing the crack resistance of the entire road, increasing the road's performance and service life. At the same time, the installation of left and right short bars and left and right long bars respectively reinforces the road and pulls between layers to prevent movement and collapse. The installation of the lime-soil layer, crushed stone layer, and cement layer also plays a role in reinforcement and preventing collapse.

[0007] Preferably, the left retaining wall and the right retaining wall have the same height and thickness, and the thickness of the gravel layer is greater than that of the ash soil layer. By setting the left retaining wall and the right retaining wall, the left and right sides of each layer are respectively blocked and limited.

[0008] Preferably, the thickness of the crushed stone layer is greater than that of the cement layer, the vertical reinforcement is fixed through the lime soil layer, the crushed stone layer and the cement layer, and the left short reinforcement is fixedly inserted into the left side of the lime soil layer, the crushed stone layer and the cement layer.

[0009] Preferably, the right short bar is fixedly inserted into the right side of the lime-soil layer, the gravel layer and the cement layer, and the lower end of the reinforcing mesh is fixedly connected to the upper end of the vertical bar.

[0010] Preferably, a plurality of left long reinforcements are fixedly provided on the upper right end of the left retaining wall, and a plurality of right long reinforcements are fixedly provided on the upper left end of the right retaining wall, and the left long reinforcements and the right long reinforcements are fixedly inserted into the left and right ends of the asphalt bottom layer and the asphalt middle layer respectively.

[0011] Compared with the prior art, the beneficial effects of the present invention are:

[0012] (1) The utility model increases the firmness of the gravel layer, cement layer and vertical reinforcement by setting a plurality of vertical reinforcements, and a reinforcement net is set at the upper end of the vertical reinforcement to reinforce and pull the cement layer and the waterproof layer to avoid cracks, thereby avoiding cracks in other layers. Moreover, by setting the anti-cracking net, the asphalt middle layer and the modified asphalt pavement layer are prevented from cracking, thereby increasing the anti-cracking effect of the entire road, and increasing the road's use effect and service life.

[0013] (2) The utility model reinforces the road by setting the left short reinforcement and the right short reinforcement, and the left long reinforcement and the right long reinforcement, respectively, pulling the layers to prevent movement and collapse. In addition, the utility model also reinforces and prevents collapse by setting the ash soil layer, gravel layer and cement layer. Attached Figure Description

[0014] Figure 1 This is a partial sectional view of the overall structure of this utility model;

[0015] Figure 2 This is a top view of the overall structure of the utility model;

[0016] Figure 3 This is a top view of the reinforcing mesh of this utility model;

[0017] Figure 4 This is a top view of the anti-crack mesh of this utility model.

[0018] Description of the numbers in the figure:

[0019] 1 roadbed, 2 left retaining wall, 3 right retaining wall, 4 lime soil layer, 5 gravel layer, 6 cement layer, 7 vertical reinforcement, 8 left short reinforcement, 9 right short reinforcement, 10 reinforcement mesh, 11 waterproof layer, 12 asphalt base layer, 13 asphalt middle layer, 14 anti-cracking mesh, 15 modified asphalt pavement layer, 16 left long reinforcement, 17 right long reinforcement. DETAILED DESCRIPTION

[0020] The technical solutions in the embodiments of the present invention will be clearly and completely described below in conjunction with the drawings in the embodiments of the present invention; it is obvious that the described embodiments are only part of the embodiments of the present invention, rather than all the embodiments. Based on the embodiments of the present invention, all other embodiments obtained by ordinary technicians in this field without making creative work are within the scope of protection of the present invention.

[0021] Example 1

[0022] See also Figure 1-4The diagram illustrates a novel anti-cracking structure for roadbed and pavement, comprising a roadbed 1, a left retaining wall 2 fixedly installed on the left side of the roadbed 1, a right retaining wall 3 fixedly installed on the right side of the roadbed 1, a soil-lime layer 4 fixedly laid on the upper end of the roadbed 1, a crushed stone layer 5 fixedly laid on the upper end of the soil-lime layer 4, a cement layer 6 fixedly laid on the upper end of the crushed stone layer 5, multiple vertical reinforcing bars 7 fixedly inserted on the upper end of the roadbed 1, multiple left short reinforcing bars 8 fixedly installed on the right side of the left retaining wall 2, multiple right short reinforcing bars 9 fixedly installed on the left side of the right retaining wall 3, a reinforcing mesh 10 fixedly laid on the upper end of the cement layer 6, a waterproof layer 11 fixedly laid on the upper end of the reinforcing mesh 10, an asphalt base layer 12 fixedly laid on the upper end of the waterproof layer 11, an asphalt intermediate layer 13 fixedly laid on the upper end of the asphalt base layer 12, an anti-cracking mesh 14 fixedly laid on the upper end of the asphalt intermediate layer 13, and a modified asphalt pavement layer 15 fixedly laid on the upper end of the anti-cracking mesh 14.

[0023] To facilitate road protection, the left retaining wall 2 and the right retaining wall 3 are at the same height and have the same thickness. The thickness of the crushed stone layer 5 is greater than that of the lime-soil layer 4 and greater than that of the cement layer 6. The vertical reinforcement 7 is fixedly inserted through the lime-soil layer 4, the crushed stone layer 5 and the cement layer 6. The left short reinforcement 8 is fixedly inserted into the left side of the lime-soil layer 4, the crushed stone layer 5 and the cement layer 6.

[0024] In this implementation scheme, the installation of multiple vertical reinforcing bars 7 increases the strength of the aggregate layer 5, cement layer 6 and vertical reinforcing bars 7. The upper end of the vertical reinforcing bars 7 is equipped with a reinforcing mesh 10 to reinforce and pull the cement layer 6 and waterproof layer 11 to prevent cracks, thereby preventing cracks in other layers. Furthermore, the installation of anti-crack mesh 14 prevents cracks in the asphalt intermediate layer 13 and modified asphalt pavement layer 15, thereby increasing the crack resistance of the entire road and extending the road's performance and service life.

[0025] Example 2

[0026] Please see Figure 1-4 This embodiment further illustrates Example 1. The illustrated novel roadbed and pavement crack-resistant structure includes a roadbed 1. A left retaining wall 2 is fixedly installed on the left side of the roadbed 1, and a right retaining wall 3 is fixedly installed on the right side of the roadbed 1. A soil-lime layer 4 is fixedly laid on the upper end of the roadbed 1. A crushed stone layer 5 is fixedly laid on the upper end of the soil-lime layer 4. A cement layer 6 is fixedly laid on the upper end of the crushed stone layer 5. Multiple vertical reinforcing bars 7 are fixedly inserted on the upper end of the roadbed 1. Multiple left short reinforcing bars 8 are fixedly installed on the right side of the left retaining wall 2. Multiple right short reinforcing bars 9 are fixedly installed on the left side of the right retaining wall 3. A reinforcing mesh 10 is fixedly laid on the upper end of the cement layer 6. A waterproof layer 11 is fixedly laid on the upper end of the reinforcing mesh 10. An asphalt base layer 12 is fixedly laid on the upper end of the waterproof layer 11. An asphalt intermediate layer 13 is fixedly laid on the upper end of the asphalt base layer 12. A crack-resistant mesh 14 is fixedly laid on the upper end of the asphalt intermediate layer 13. A modified asphalt pavement layer 15 is fixedly laid on the upper end of the crack-resistant mesh 14.

[0027] To facilitate road protection, the right short bar 9 is fixedly inserted into the right side of the soil layer 4, the gravel layer 5, and the cement layer 6. The lower end of the reinforcing mesh 10 is fixedly connected to the upper end of the vertical bar 7. Multiple left long bars 16 are fixedly installed on the upper right side of the left retaining wall 2, and multiple right long bars 17 are fixedly installed on the upper left side of the right retaining wall 3. The left long bars 16 and right long bars 17 are respectively fixedly inserted into the left and right ends of the asphalt base layer 12 and the asphalt intermediate layer 13.

[0028] In this implementation plan, the setting of left short reinforcement 8 and right short reinforcement 9, and left long reinforcement 16 and right long reinforcement 17, respectively serve to reinforce the road and prevent movement and collapse between layers. In addition, the setting of lime-soil layer 4, gravel layer 5 and cement layer 6 also serve to reinforce and prevent collapse.

[0029] The left retaining wall 2 and the right retaining wall 3 respectively shield and limit the position of each layer. The vertical reinforcement 7 increases the firmness of the crushed stone layer 5, cement layer 6 and vertical reinforcement 7. The upper end of the vertical reinforcement 7 is equipped with a reinforcing net 10 to reinforce and pull the cement layer 6 and waterproof layer 11 to prevent cracks, thereby preventing cracks in other layers. Moreover, the anti-crack net 14 prevents cracks in the asphalt intermediate layer 13 and modified asphalt pavement layer 15, thereby increasing the crack prevention effect of the entire road, increasing the road's performance and service life. The left long reinforcement 16 and the right long reinforcement 17 reinforce and prevent cracking of the asphalt base layer 12, asphalt intermediate layer 13 and modified asphalt pavement layer 15.

[0030] The above description is merely a preferred embodiment of the present invention; however, the scope of protection of the present invention is not limited thereto. Any person skilled in the art who, within the technical scope disclosed in the present invention, makes equivalent substitutions or modifications based on the technical solutions and improved concepts of the present invention shall be covered by the scope of protection of the present invention.

Claims

1. A novel roadbed and pavement anti-cracking structure, comprising a roadbed (1), characterized in that: A left retaining wall (2) is fixedly arranged on the left side of the roadbed (1), a right retaining wall (3) is fixedly arranged on the right side of the roadbed (1), a lime soil layer (4) is fixedly paved on the upper end of the roadbed (1), a crushed stone layer (5) is fixedly paved on the upper end of the lime soil layer (4), a cement layer (6) is fixedly paved on the upper end of the crushed stone layer (5), a plurality of vertical bars (7) are fixedly inserted on the upper end of the roadbed (1), a plurality of left short bars (8) are fixedly arranged on the right side of the left retaining wall (2), and a plurality of left short bars (9) are fixedly arranged on the left side of the right retaining wall (3). A plurality of right short bars (9) are fixedly arranged, a reinforcing mesh (10) is fixedly laid on the upper end of the cement layer (6), a waterproof layer (11) is fixedly laid on the upper end of the reinforcing mesh (10), an asphalt base layer (12) is fixedly laid on the upper end of the waterproof layer (11), an asphalt middle layer (13) is fixedly laid on the upper end of the asphalt base layer (12), an anti-cracking mesh (14) is fixedly laid on the upper end of the asphalt middle layer (13), and a modified asphalt pavement layer (15) is fixedly laid on the upper end of the anti-cracking mesh (14).

2. A novel roadbed and pavement anti-cracking structure according to claim 1, characterized in that: The left retaining wall (2) and the right retaining wall (3) have the same height, the left retaining wall (2) and the right retaining wall (3) have the same thickness, and the thickness of the crushed stone layer (5) is greater than the thickness of the ash soil layer (4).

3. A novel roadbed and pavement anti-cracking structure according to claim 1, characterized in that: The thickness of the crushed stone layer (5) is greater than the thickness of the cement layer (6); the vertical reinforcement (7) is fixedly passed through the lime soil layer (4), the crushed stone layer (5) and the cement layer (6); and the left short reinforcement (8) is fixedly inserted into the left side of the lime soil layer (4), the crushed stone layer (5) and the cement layer (6).

4. The novel roadbed and pavement anti-cracking structure according to claim 1 is characterized by: The right short reinforcement (9) is fixedly inserted into the right side of the lime soil layer (4), the gravel layer (5) and the cement layer (6), and the lower end of the reinforcement mesh (10) is fixedly connected to the upper end of the vertical reinforcement (7).

5. The novel roadbed and pavement anti-cracking structure according to claim 1 is characterized by: A plurality of left long ribs (16) are fixedly provided at the upper right end of the left retaining wall (2), and a plurality of right long ribs (17) are fixedly provided at the upper left end of the right retaining wall (3). The left long ribs (16) and the right long ribs (17) are fixedly inserted at the left and right ends of the asphalt bottom layer (12) and the asphalt middle layer (13), respectively.

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