CN214613393U - Asphalt road paving structure - Google Patents

Asphalt road paving structure Download PDF

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Publication number
CN214613393U
CN214613393U CN202120110272.2U CN202120110272U CN214613393U CN 214613393 U CN214613393 U CN 214613393U CN 202120110272 U CN202120110272 U CN 202120110272U CN 214613393 U CN214613393 U CN 214613393U
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China
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basic unit
layer
mixed soil
asphalt
soil layer
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CN202120110272.2U
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Chinese (zh)
Inventor
葛建
李琪
马菁
陈乃枫
胡跃升
许伟
童建国
陶涌
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China Energy Engineering Group Zhejiang Eleteric Power Design Institute Co ltd
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China Energy Engineering Group Zhejiang Eleteric Power Design Institute Co ltd
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Abstract

The utility model discloses a laying structure of asphalt road, include the basic unit of pouring by non-asphalt material and lay the pitch surface course on this basic unit upper surface, the pitch surface course is laid on the basic unit through the permeable bed, the basic unit includes first basic unit and the second basic unit of laying from bottom to top in proper order, and the thickness of laying of first basic unit and second basic unit is the same, first basic unit is poured by cement, soil, the mixture ratio of broken brick stabilized soil is 5:28:67, the second basic unit is poured by 5% cement stabilized macadam; the asphalt surface layer comprises a medium-grain asphalt mixed soil layer and a fine-grain asphalt mixed soil layer which are paved from bottom to top, the medium-grain asphalt mixed soil layer and the fine-grain asphalt mixed soil layer are connected through a sticky layer, and the paving thickness of the medium-grain asphalt mixed soil layer is greater than that of the fine-grain asphalt mixed soil layer; it has the characteristics of low manufacturing cost, higher universality and higher economic value.

Description

Asphalt road paving structure
Technical Field
The utility model relates to a road construction technical field, concretely relates to asphalt road's laying structure.
Background
Asphalt pavement refers to various types of pavement that are made by incorporating into mineral materials a road asphalt material. The asphalt binder improves the capability of the paving aggregate to resist damage of traveling vehicles and natural factors to the pavement, and enables the pavement to be smooth, less in dust, impermeable and durable. Accordingly, asphalt pavement is one of the most widely used high-grade pavements in road construction.
At present, with the improvement of domestic environmental protection requirements and the implementation of the latest national resource protection policy, the mining and use of lime (stone or powder) are more and more limited, especially in coastal areas, a large number of limestone mine plants are shut down, and meanwhile, in foreign areas, such as countries like mengla, the yield of limestone is extremely low or none, the limestone (powder) needs to be imported and the cost is high, so that the situation that no limestone (powder) is available on site is gradually met in the conventional lime stabilized soil cushion layer used in the traditional road design and site leveling process, and after the lime stabilized soil cushion layer is subsequently fed back to designers, the replacement material is searched again, so that the construction process is delayed, and the temporary replacement material cannot meet the quality requirement of road pavement.
Disclosure of Invention
The to-be-solved technical problem of the utility model lies in, to the above-mentioned defect of prior art, provide a simple structure, lay convenient and low in cost's asphalt road's laying structure.
The utility model aims at accomplishing through following technical scheme, a laying structure of bituminous paving, include the basic unit of pouring by non-bituminous material and lay the pitch surface course at this basic unit upper surface, the pitch surface course is laid on the basic unit through penetrating the layer, the basic unit includes first basic unit and the second basic unit of laying from bottom to top in proper order, and the thickness of laying of first basic unit and second basic unit is the same, first basic unit is poured by cement, soil, the mixture of broken brick stabilized soil, and the mixing ratio of cement, soil, broken brick stabilized soil is 5:28:67, the second basic unit is poured by 5% cement stabilized macadam.
Further, the asphalt surface layer comprises a medium-grain asphalt mixed soil layer and a fine-grain asphalt mixed soil layer which are laid from bottom to top, the medium-grain asphalt mixed soil layer and the fine-grain asphalt mixed soil layer are connected through a sticky layer, and the laying thickness of the medium-grain asphalt mixed soil layer is larger than that of the fine-grain asphalt mixed soil layer.
Further, the laying thickness of the first base layer and the second base layer is 150mm, the laying thickness of the medium particle type asphalt mixed soil layer is 70mm, and the laying thickness of the fine particle type asphalt mixed soil layer is 50 mm.
The utility model has the advantages of: the utility model discloses simple structure just lays the convenience, replaces lime stabilized soil bed course in the past through the basic unit of pouring by cement, soil, the mixture of broken brick stabilized soil to reduce engineering cost, had characteristics such as rational in infrastructure, long service life, had higher commonality and economic value.
Drawings
Fig. 1 is a schematic view of the overall structure of the present invention.
Detailed Description
To make the objects, technical solutions and advantages of the present invention more clearly understood by those skilled in the art, the present invention will be further described with reference to the accompanying drawings and examples.
In the description of the present invention, it should be understood that the directions or positional relationships indicated by the terms "upper", "lower", "left", "right", "inner", "outer", "lateral", "vertical", and the like are the directions or positional relationships shown in the drawings, and are only for convenience of description of the present invention, and do not indicate or imply that the device or element referred to must have a specific direction, and therefore, should not be construed as limiting the present invention.
As shown in fig. 1, the asphalt road paving structure comprises a base layer 1 poured by non-asphalt materials and an asphalt surface layer 2 paved on the upper surface of the base layer 1, wherein the asphalt surface layer 2 is paved on the base layer 1 through a permeable layer 3, the base layer 1 comprises a first base layer 11 and a second base layer 12 which are sequentially paved from bottom to top, the paving thicknesses of the first base layer 11 and the second base layer 12 are the same, the first base layer 11 is formed by mixing and pouring cement, soil and broken brick stabilizing soil, the mixing ratio of the cement, the soil and the broken brick stabilizing soil is 5:28:67, and the second base layer 12 is formed by pouring 5% cement stabilized broken stones. The compaction degree of the base layer 1 and the asphalt surface layer 2 after being paved is not less than 0.95 rammed earth mat.
Referring to fig. 1, the asphalt surface layer 2 includes a medium particle type asphalt mixture soil layer 21 and a fine particle type asphalt mixture soil layer 22 which are laid from bottom to top, the medium particle type asphalt mixture soil layer 21 and the fine particle type asphalt mixture soil layer 22 are connected through a sticky layer 4, and the laying thickness of the medium particle type asphalt mixture soil layer 21 is greater than that of the fine particle type asphalt mixture soil layer 22. The laying thickness of the first base layer 11 and the second base layer 12 is 150mm, the laying thickness of the medium particle type asphalt mixed soil layer 21 is 70mm, and the laying thickness of the fine particle type asphalt mixed soil layer 22 is 50 mm.
The utility model discloses simple structure and lay the convenience, replace lime stabilized soil bed course in the past through the basic unit of pouring by cement, soil, the mixture of broken brick stabilized soil to reduce engineering cost, cement, soil, the broken brick in this scheme are the easily available material of job site, discover this scheme feasible after the in-service use of several project at home and abroad, have rational in infrastructure, characteristics such as long service life have higher commonality and economic value.
The specific embodiments described herein are merely illustrative of the principles of the present invention and its efficacy, and are not intended to limit the invention. Modifications and variations can be made to the above-described embodiments by those skilled in the art without departing from the spirit and scope of the present invention. Therefore, it is intended that all equivalent modifications or changes which can be made by those skilled in the art without departing from the spirit and technical idea of the present invention shall be covered by the claims of the present invention.

Claims (2)

1. The utility model provides a laying structure of bituminous paving which characterized in that: the asphalt base layer is paved on the base layer through a permeable layer, the base layer comprises a first base layer and a second base layer which are sequentially paved from bottom to top, and the paving thicknesses of the first base layer and the second base layer are the same; the asphalt surface layer comprises a medium-grain asphalt mixed soil layer and a fine-grain asphalt mixed soil layer which are laid from bottom to top, the medium-grain asphalt mixed soil layer and the fine-grain asphalt mixed soil layer are connected through a sticky layer, and the laying thickness of the medium-grain asphalt mixed soil layer is larger than that of the fine-grain asphalt mixed soil layer.
2. The asphalt road pavement structure according to claim 1, wherein: the thickness of laying of first basic unit and second basic unit is 150mm, the thickness of laying of medium grain formula pitch mixed soil layer is 70mm, the thickness of laying of fine grain formula pitch mixed soil layer is 50 mm.
CN202120110272.2U 2021-01-15 2021-01-15 Asphalt road paving structure Active CN214613393U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202120110272.2U CN214613393U (en) 2021-01-15 2021-01-15 Asphalt road paving structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202120110272.2U CN214613393U (en) 2021-01-15 2021-01-15 Asphalt road paving structure

Publications (1)

Publication Number Publication Date
CN214613393U true CN214613393U (en) 2021-11-05

Family

ID=78436806

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202120110272.2U Active CN214613393U (en) 2021-01-15 2021-01-15 Asphalt road paving structure

Country Status (1)

Country Link
CN (1) CN214613393U (en)

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