Anti-settlement road structure

Abstract

The utility model provides an anti-settlement road structure which comprises a foundation, a net-shaped caulking groove is formed in the foundation, a grid dense reinforcing assembly is laid in the net-shaped caulking groove, the top of the grid dense reinforcing assembly is higher than the top of the foundation, a broken stone hardcore is laid above the foundation, and a plurality of grooves are formed in the top of the broken stone hardcore. A leveling layer is laid on the broken stone hardcore, and a surface layer is laid on the leveling layer; by laying the grid dense reinforcing assemblies in the net-shaped caulking grooves, the foundation and the broken stone hardcore can form a tight connecting structure, so that the integrity of a road structure is improved, damage of geological sedimentation to the road structure is relieved or avoided, and the service life of a road is effectively prolonged.

Description

Technical Field

[0001] This utility model relates to the field of highway technology, and in particular to a highway structure for preventing settlement. Background Technology

[0002] Highways refer to public roads between cities, between urban and rural areas, and between rural areas that are accessible to automobiles and have been inspected and approved by the transportation authorities. This includes highways that have already been built and have been certified by the transportation authorities; it also includes highways that are designed in accordance with national highway engineering technical standards and have been approved by the relevant national administrative departments and are under construction by the transportation authorities. As of the end of 2022, the total length of highways in China reached 5.28 million kilometers, of which expressways reached 169,000 kilometers and rural roads reached 4.466 million kilometers.

[0003] my country has a vast territory, and many areas have unstable geology, making highways prone to settlement. Currently, highway settlement prevention technology mainly relies on monitoring, and it is difficult to add settlement prevention measures to the highway structure. As a result, highways can only be repaired after settlement, which cannot effectively guarantee the normal use of highways.

[0004] Therefore, there is an urgent need for a road structure that can prevent settlement and solve the above problems. Utility Model Content

[0005] The purpose of this invention is to provide a road structure that prevents settlement, so as to solve the problems existing in the prior art.

[0006] To achieve the above objectives, this utility model provides the following solution:

[0007] This utility model provides a road structure for preventing settlement, including a foundation, a mesh groove provided on the foundation, a grid compaction reinforcement component laid in the mesh groove, the top of the grid compaction reinforcement component being higher than the top of the foundation, a crushed stone cushion layer laid on top of the foundation, a leveling layer laid on top of the crushed stone cushion layer, and a surface layer laid on top of the leveling layer.

[0008] Preferably, the compaction coefficient of the foundation is greater than 0.97.

[0009] Preferably, geotextile is laid between the foundation, the grid compaction reinforcement component, and the crushed stone cushion layer.

[0010] Preferably, the grid compaction reinforcement component includes an outer frame, with baffles inside the outer frame and compaction filler between the baffles.

[0011] Preferably, the top of the grid compaction reinforcement component is 10-20cm higher than the top of the foundation.

[0012] Preferably, the thickness of the crushed stone cushion layer is 40-80cm.

[0013] Preferably, drainage channels are provided on both sides of the surface layer.

[0014] The present invention achieves the following beneficial technical effects compared to the prior art:

[0015] This utility model provides an anti-settlement highway structure, including a foundation with a mesh groove. A grid-reinforced component is laid within the mesh groove, with its top higher than the top of the foundation. A crushed stone cushion layer is laid above the foundation, followed by a leveling layer, and then a surface layer. By laying the grid-reinforced component within the mesh groove, a tight connection between the foundation and the crushed stone cushion layer is formed, thereby improving the overall integrity of the highway structure, reducing or preventing damage from geological settlement, and effectively extending the highway's service life. Attached Figure Description

[0016] To more clearly illustrate the technical solutions in the embodiments of this utility model or the prior art, the drawings used in the embodiments will be briefly introduced below. Obviously, the drawings described below are only some embodiments of this utility model. For those skilled in the art, other drawings can be obtained based on these drawings without creative effort.

[0017] Figure 1 A cross-sectional view of a settlement-preventing highway structure provided by this utility model. Detailed Implementation

[0018] The technical solutions of the present utility model will be clearly and completely described below with reference to the accompanying drawings of the embodiments. Obviously, the described embodiments are only some embodiments of the present utility model, and not all embodiments. Based on the embodiments of the present utility model, all other embodiments obtained by those of ordinary skill in the art without creative effort are within the protection scope of the present utility model.

[0019] The purpose of this invention is to provide a road structure that prevents settlement, in order to solve the problems existing in the prior art.

[0020] To make the above-mentioned objectives, features and advantages of this utility model more apparent and understandable, the utility model will be further described in detail below with reference to the accompanying drawings and specific embodiments.

[0021] Example 1:

[0022] This embodiment provides a settlement-prevention highway structure, such as... Figure 1As shown, it includes a foundation 1, a mesh groove 2 on the foundation 1, a grid compaction reinforcement component 3 laid in the mesh groove 2, the top of the grid compaction reinforcement component 3 being higher than the top of the foundation 1, a crushed stone cushion layer 4 laid above the foundation 1, a leveling layer 5 laid above the crushed stone cushion layer 4, and a surface layer 6 laid above the leveling layer 5.

[0023] As one implementation method, the compaction coefficient of foundation 1 is 0.98, which can effectively improve the stability of the foundation.

[0024] As one implementation method, geotextile is laid between the foundation 1, the grid compaction reinforcement component 3, and the crushed stone cushion layer 4 to prevent damage to the foundation 1.

[0025] As one implementation, the grid compaction reinforcement component 3 includes an outer frame 31, a baffle 32 is provided inside the outer frame 31, and a compaction filler 33 is provided between the baffles 32. The compaction filler can be a mixture of gravel and cement in equal proportions.

[0026] In one implementation, the top of the grid compaction reinforcement component 3 is 10cm higher than the top of the foundation 1.

[0027] In one implementation, the thickness of the crushed stone cushion layer 4 is 40cm, and it can be made of conventional graded crushed stone.

[0028] As one implementation method, drainage channels 7 are provided on both sides of the surface layer 6, which can reduce or prevent rainwater infiltration from damaging the foundation.

[0029] This utility model provides an anti-settlement highway structure, which, by laying a dense reinforcing grid component in the mesh groove, enables the foundation and the crushed stone cushion layer to form a tight connection structure, thereby improving the overall integrity of the highway structure, reducing or avoiding damage to the highway structure caused by geological settlement, and effectively extending the service life of the highway.

[0030] This utility model uses specific examples to illustrate its principles and implementation methods. The above description of the embodiments is only for the purpose of helping to understand the method and core idea of ​​this utility model. At the same time, for those skilled in the art, there will be changes in the specific implementation methods and application scope based on the idea of ​​this utility model. In summary, the content of this specification should not be construed as a limitation of this utility model.

Claims

1. A non-settling highway structure characterized by: The base foundation is provided with a net-shaped slot, and a grid dense reinforcement assembly is laid in the slot.

2. The anti-settling highway structure according to claim 1, characterized in that: The compaction coefficient of the base foundation is greater than 0.

97.

3. The anti-settling highway structure according to claim 1, characterized in that: Geotextile is laid between the base foundation and the grid dense reinforcement assembly and the gravel cushion.

4. The anti-settling highway structure of claim 1, wherein: The grid dense reinforcement assembly comprises an outer frame, a baffle is arranged in the outer frame, and a dense filling body is arranged between the baffles.

5. The anti-settling highway structure of claim 1, wherein: The top of the grid dense reinforcement assembly is 10-20 cm higher than the top of the base foundation.

6. The anti-settling highway structure of claim 1, wherein: The thickness of the gravel cushion is 40-80 cm.

7. The anti-settling highway structure of claim 1, wherein: Drainage channels are arranged on both sides of the surface layer.

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