Anti-settling municipal road structure

Abstract

An anti-sedimentation municipal road structure comprises a roadbed, a cavity is formed in the center of the interior of the roadbed, a plurality of drainage ports are formed in the lower end face of the roadbed in a rectangular arrangement mode, an anti-overload sedimentation structure is arranged in the center of the upper end face of the roadbed, and supporting and stabilizing structures are arranged on the outer side wall of the roadbed and the interior of the cavity. A protection structure is arranged at the center of the lower end face of the roadbed. Compared with the prior art, all-directional supporting and stabilizing effects are provided, the stability of a municipal road in the vertical direction and the horizontal direction is enhanced, differential settlement and deformation of a roadbed are effectively prevented, and the flatness and the safety of the road are guaranteed; the compactness, the bearing capacity and the stability of the roadbed can be effectively improved, so that the settlement problem caused by overload is reduced; the roadbed can be prevented from being eroded by accumulated water, moisture permeation is avoided, the strength and stability of the roadbed are improved, and the service life of a road is prolonged.

Description

Technical Field

[0001] The utility model relates to the technical field of municipal roads, in particular to an anti-settlement municipal road structure. Background Technique

[0002] The anti-settlement municipal road structure refers to a series of technical measures taken in urban road construction, aiming to reduce or avoid the problems brought by road settlement. Settlement refers to the sinking or collapse of the road surface or the lower layer of the foundation over time, which may lead to road damage, poor vehicle driving, and even potential safety hazards. In the traditional design of municipal road structures, problems such as uneven settlement and deformation of the roadbed often occur, resulting in an uneven road surface, affecting driving safety and comfort, and possibly insufficient bearing capacity, leading to road surface damage and collapse, and increasing maintenance and repair costs. Therefore, how to make an anti-settlement municipal road structure that can solve the problems of the existing technology has become a technical problem to be solved. Content of the Utility Model

[0003] Based on the above technical problems, the utility model proposes an anti-settlement municipal road structure to solve the problems existing in the above background technique.

[0004] In view of this, the utility model proposes an anti-settlement municipal road structure, which includes: a roadbed, a cavity is provided at the center inside the roadbed, a plurality of drain holes are arranged in a rectangular array on the lower end surface of the roadbed, an anti-overload settlement structure is provided at the center of the upper end surface of the roadbed, a support and stability structure is provided between the outer side wall of the roadbed and the inside of the cavity, and a protection structure is provided at the center of the lower end surface of the roadbed.

[0005] Furthermore, the anti-overload settlement structure includes a compacted filler layer, a crushed stone base layer, a fine sand filler layer, and a cement stabilization layer. The compacted filler layer is provided at the center of the upper end surface of the roadbed, the crushed stone base layer is provided at the center of the upper end surface of the compacted filler layer, the fine sand filler layer is provided at the center of the upper end surface of the crushed stone base layer, and the cement stabilization layer is provided at the center of the upper end surface of the fine sand filler layer.

[0006] Furthermore, the protection structure includes a drainage layer, an anti-seepage layer, a reinforcement layer, and the original soil. The drainage layer is provided at the center of the lower end surface of the roadbed, the anti-seepage layer is provided at the lower end surface of the drainage layer, the reinforcement layer is provided at the lower end surface of the anti-seepage layer, and the original soil is provided at the lower end surface of the reinforcement layer.

[0007] Furthermore, the support and stability structure includes multiple cross columns, two cross plates, two retaining walls, and multiple pile foundations. The multiple cross columns are respectively arranged horizontally at the centers of the front and rear end faces of the roadbed. The two cross plates are respectively arranged at the centers of the two side walls of the roadbed. The two retaining walls are respectively arranged at the positions close to the two sides at the center of the cavity interior. The multiple pile foundations are arranged in a rectangular pattern inside the cavity.

[0008] Furthermore, the anti-seepage layer is made of high-density polyethylene.

[0009] Furthermore, the reinforcement layer is made of asphalt concrete.

[0010] Furthermore, the compacted filler layer is made of broken bricks and tiles.

[0011] The present utility model provides an anti-settlement municipal road structure. Compared with the prior art, the present utility model has the following advantages:

[0012] (1) In the present utility model, through the arrangement of cross columns, cross plates, retaining walls, and pile foundations in the anti-settlement municipal road structure, all-round support and stability are provided, enhancing the stability of the municipal road in the vertical and horizontal directions, effectively preventing uneven settlement and deformation of the roadbed, and ensuring the flatness and safety of the road.

[0013] (2) In the present utility model, by adopting the combination of a compacted filler layer, a crushed stone base layer, a fine sand filler layer, and a cement stabilization layer, the compactness, bearing capacity, and stability of the roadbed can be effectively improved, thereby reducing the settlement problems caused by overloading.

[0014] (3) In the present utility model, through the drainage layer, anti-seepage layer, reinforcement layer, and the original soil, erosion of the roadbed by accumulated water can be prevented, water penetration can be avoided, the strength and stability of the roadbed can be increased, and the service life of the road can be extended. BRIEF DESCRIPTION OF THE DRAWINGS

[0015] Figure 1 Shows a three-dimensional view of the overall structure of the present utility model;

[0016] Figure 2 Shows a longitudinal cross-sectional view of the present utility model;

[0017] Figure 3 Shows a transverse cross-sectional view of the present utility model;

[0018] Figure 4 Shows a schematic diagram of the internal structure of the present utility model;

[0019] In the figure: 1 subgrade, 2 cavity, 3 drain outlet, 4 anti-overload settlement structure, 401 compacted filler layer, 402 gravel base course, 403 fine sand filler layer, 404 cement stabilized layer; 5 protection structure, 501 drainage layer, 502 anti-seepage layer, 503 reinforcement layer, 504 original soil; 6 support and stabilization structure, 601 cross column, 602 cross plate, 603 retaining wall, 604 pile foundation. Specific embodiments

[0020] In order to more clearly understand the above objects, features and advantages of the present invention, the present invention will be further described in detail below with reference to the accompanying drawings and specific embodiments.

[0021] In the following description, many specific details are set forth in order to fully understand the present invention. However, the present invention may be implemented in other ways different from those described herein. Therefore, the scope of protection of the present invention is not limited by the content disclosed below.

[0022] The following is combined with Figures 1 to 4 to further illustrate the technical solution of the present invention.

[0023] The first embodiment is as Figures 1 to 4 shown: An anti-settlement municipal road structure, which includes: a subgrade 1, a cavity 2 is provided at the center inside the subgrade 1, a plurality of drain outlets 3 are arranged in a rectangular array on the lower end surface of the subgrade 1, an anti-overload settlement structure 4 is provided at the center of the upper end surface of the subgrade 1, a support and stabilization structure 6 is provided between the outer side wall of the subgrade 1 and the inside of the cavity 2, and a protection structure 5 is provided at the center of the lower end surface of the subgrade 1. The subgrade 1 discharges rainwater and the like out of the subgrade 1 through the drain outlets 3, reducing the influence of accumulated water on the subgrade 1. The anti-overload settlement structure 4 reduces the settlement during overload by increasing the bearing capacity of the subgrade 1. The support and stabilization structure 6 provides lateral support to enhance the stability of the subgrade 1. The protection structure 5 prevents moisture penetration and damage to the subgrade 1 caused by external factors.

[0024] The overload prevention and settlement structure 4 includes a compacted filler layer 401, a crushed stone base layer 402, a fine sand filler layer 403, and a cement stabilization layer 404. The compacted filler layer 401 is arranged at the center of the upper end face of the roadbed 1. The crushed stone base layer 402 is arranged at the center of the upper end face of the compacted filler layer 401. The fine sand filler layer 403 is arranged at the center of the upper end face of the crushed stone base layer 402. The cement stabilization layer 404 is arranged at the center of the upper end face of the fine sand filler layer 403. By compacting the compacted filler layer 401, the density of the roadbed 1 is increased, and the bearing capacity is improved. For the crushed stone base layer 402, the crushed stone has good water permeability and strength, can disperse the load, and reduce the settlement of the roadbed 1. For the fine sand filler layer 403, the fine sand fills the voids of the crushed stone base layer 402, increasing the integrity and stability of the roadbed 1. For the cement stabilization layer 404, the cement forms a bond with the fine sand, improving the strength and durability of the roadbed 1, being able to effectively share the load, improving the bearing capacity of the roadbed 1, and reducing overload settlement. The material of the compacted filler layer 401 is broken bricks and tiles. Materials such as broken bricks and tiles can fill the voids in the roadbed 1, increase the density of the roadbed 1, improve the bearing capacity and stability of the roadbed 1, and reduce settlement and deformation.

[0025] The protection structure 5 includes a drainage layer 501, an anti-seepage layer 502, a reinforcement layer 503, and the original soil 504. The drainage layer 501 is arranged at the center of the lower end face of the roadbed 1. The anti-seepage layer 502 is arranged at the center of the lower end face of the drainage layer 501. The reinforcement layer 503 is arranged at the center of the lower end face of the anti-seepage layer 502. The original soil 504 is arranged at the center of the lower end face of the reinforcement layer 503. The drainage layer 501 uses a water-permeable material to guide the water in the roadbed 1 to the outside, preventing the erosion of the roadbed 1 by accumulated water. The anti-seepage layer 502 can effectively prevent water from permeating, avoiding damage to the roadbed 1 by water. The reinforcement layer 503 increases the strength and stability of the roadbed 1, preventing the roadbed 1 from deforming under the action of the load. The original soil 504 serves as the base soil layer, providing support for the roadbed 1. The material of the anti-seepage layer 502 is high-density polyethylene. High-density polyethylene is a material with good anti-seepage performance. It can prevent water from permeating through, reduce the damage of water to the roadbed 1, and extend the service life of the road. The material of the reinforcement layer 503 is asphalt concrete. Asphalt concrete has high strength and stability, can increase the bearing capacity and anti-deformation ability of the roadbed 1, improve the durability and stability of the roadbed 1, and reduce cracks and deformation of the road surface.

[0026] The support and stability structure 6 includes multiple cross columns 601, two cross plates 602, two retaining walls 603 and multiple pile foundations 604. The multiple cross columns 601 are respectively arranged horizontally at the centers of the front and rear end faces of the roadbed 1. The two cross plates 602 are respectively arranged at the centers of the two side walls of the roadbed 1. The two retaining walls 603 are respectively arranged at the positions near the two sides of the center inside the cavity 2. The multiple pile foundations 604 are arranged in a rectangular pattern inside the cavity 2. The cross columns 601 and the cross plates 602 increase the lateral support of the roadbed 1 and improve the overall stability. The retaining walls 603 play a role of blocking and supporting on both sides inside the cavity 2 to prevent the soil outside the roadbed 1 from collapsing. The pile foundations 604 penetrate deep into the foundation. Through the friction between the pile foundations 604 and the soil and the bearing capacity at the ends of the pile foundations 604, the load of the roadbed 1 is shared, the bearing capacity of the roadbed 1 is improved, providing an all-round support and stability effect, enhancing the stability of the municipal road in the vertical and horizontal directions, effectively preventing the uneven settlement and deformation of the roadbed 1, ensuring the flatness and safety of the road, improving the bearing capacity of the foundation, and adapting to different geological conditions.

[0027] Working principle: The roadbed 1 discharges rainwater and the like through the drainage outlet 3 to reduce the influence of accumulated water on the roadbed 1. By compacting the filling layer 401, the compactness of the roadbed 1 is increased to improve the bearing capacity. For the crushed stone base layer 402, the crushed stone has good water permeability and strength, can disperse the load and reduce the settlement of the roadbed 1. For the fine sand filling layer 403, the fine sand fills the voids of the crushed stone base layer 402 to increase the integrity and stability of the roadbed 1. For the cement stabilized layer 404, the cement forms a bond with the fine sand to improve the strength and durability of the roadbed 1, can effectively share the load, improve the bearing capacity of the roadbed 1, and reduce the overloading settlement. The cross columns 601 and the cross plates 602 increase the lateral support of the roadbed 1 and improve the overall stability.

[0028] The retaining walls 603 play a role of blocking and supporting on both sides inside the cavity 2 to prevent the soil outside the roadbed 1 from collapsing. The pile foundations 604 penetrate deep into the foundation. Through the friction between the pile foundations 604 and the soil and the bearing capacity at the ends of the pile foundations 604, the load of the roadbed 1 is shared, the bearing capacity of the roadbed 1 is improved, providing an all-round support and stability effect, enhancing the stability of the municipal road in the vertical and horizontal directions, effectively preventing the uneven settlement and deformation of the roadbed 1, ensuring the flatness and safety of the road, improving the bearing capacity of the foundation, and adapting to different geological conditions. The drainage layer 501 uses a water-permeable material to guide the moisture in the roadbed 1 to the outside to prevent the erosion of the roadbed 1 by accumulated water. The anti-seepage layer 502 can effectively prevent the penetration of moisture and avoid the damage of the roadbed 1 by water. The reinforcement layer 503 increases the strength and stability of the roadbed 1 to prevent the deformation of the roadbed 1 under the action of the load. The original soil 504 serves as the foundation soil layer to provide support for the roadbed 1.

[0029] The above are only the preferred embodiments of the present utility model and are not intended to limit the present utility model. For those skilled in the art, the present utility model may have various modifications and variations. Any modification, equivalent replacement, improvement, etc. made within the spirit and principle of the present utility model shall be included within the protection scope of the present utility model.

Claims

1. An anti-settlement municipal road structure, characterized by: The invention comprises a roadbed (1), characterized in that: a cavity (2) is provided at the center of the interior of the roadbed (1); a plurality of drainage outlets (3) are arranged in a rectangular shape on the lower end surface of the roadbed (1); an overload and settlement prevention structure (4) is provided at the center of the upper end surface of the roadbed (1); a supporting and stabilizing structure (6) is provided between the outer wall of the roadbed (1) and the interior of the cavity (2); and a protective structure (5) is provided at the center of the lower end surface of the roadbed (1).

2. The anti-settlement municipal road structure according to claim 1, characterized in that: The anti-overload settlement structure (4) comprises a compacted filler layer (401), a crushed stone base layer (402), a fine sand filler layer (403) and a cement stabilization layer (404); the compacted filler layer (401) is arranged at the center of the upper end surface of the roadbed (1); the crushed stone base layer (402) is arranged at the center of the upper end surface of the compacted filler layer (401); the fine sand filler layer (403) is arranged at the center of the upper end surface of the crushed stone base layer (402); and the cement stabilization layer (404) is arranged at the center of the upper end surface of the fine sand filler layer (403).

3. The anti-settlement municipal road structure according to claim 2 is characterized in that: The protective structure (5) comprises a drainage layer (501), an anti-seepage layer (502), a reinforcement layer (503) and original soil (504); the drainage layer (501) is arranged at the center of the lower end surface of the roadbed (1); the anti-seepage layer (502) is arranged at the center of the lower end surface of the drainage layer (501); the reinforcement layer (503) is arranged at the center of the lower end surface of the anti-seepage layer (502); and the original soil (504) is arranged at the center of the lower end surface of the reinforcement layer (503).

4. The anti-settlement municipal road structure according to claim 3 is characterized by: The supporting and stabilizing structure (6) comprises a plurality of transverse columns (601), two transverse plates (602), two retaining walls (603) and a plurality of pile foundations (604), wherein the plurality of transverse columns (601) are arranged transversely at the center of the front end face and the rear end face of the roadbed (1), the two transverse plates (602) are arranged at the center of the two side walls of the roadbed (1), the two retaining walls (603) are arranged at the center of the cavity (2) on both sides, and the plurality of pile foundations (604) are arranged in a rectangular shape inside the cavity (2).

5. The anti-settlement municipal road structure according to claim 4 is characterized in that: The anti-seepage layer (502) is made of high-density polyethylene.

6. The anti-settlement municipal road structure according to claim 5, characterized in that: The reinforcement layer (503) is made of asphalt concrete.

7. The anti-settlement municipal road structure according to claim 6, characterized in that: The material of the compacted filler layer (401) is broken bricks and tiles.

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