CN206418364U - A kind of permeable road structure - Google Patents
A kind of permeable road structure Download PDFInfo
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- CN206418364U CN206418364U CN201720062502.6U CN201720062502U CN206418364U CN 206418364 U CN206418364 U CN 206418364U CN 201720062502 U CN201720062502 U CN 201720062502U CN 206418364 U CN206418364 U CN 206418364U
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Abstract
本实用新型涉及透水路面技术领域,更具体地说是一种透水路基结构,所述的级配碎石设置在素土夯实层的上方,水稳碎石层设置在级配碎石的上方,阻根层设置在水稳碎石层的上方,减震缓冲板的底面与阻根层相接触,牛毛毡层的底面设置在减震缓冲板的上表面,沥青路面层II设置在牛毛毡层的上方,沥青路面层I设置在沥青路面层II的上方,过滤层设置在沥青路面层I的上方,空隙混凝土透水层设置在过滤层的上方,露骨料透水路面设置在空隙混凝上透水层的上方,玻璃棉条设置在减震缓冲板中。透水路基结构透水性好,能够有效的阻止水渗入到素土层,保证路基不会被破坏,同时抗冻性好,减震性能强,结构稳定。
The utility model relates to the technical field of permeable pavements, more specifically a permeable roadbed structure, wherein the graded crushed stones are arranged above the compacted plain soil layer, and the water-stabilized crushed stones layer is arranged above the graded crushed stones, The root-resistance layer is set above the water-stabilized gravel layer, the bottom surface of the shock-absorbing buffer plate is in contact with the root-resistance layer, the bottom surface of the cow felt layer is set on the upper surface of the shock-absorbing buffer plate, and the asphalt pavement layer II is set on the cow felt layer The asphalt pavement layer I is set above the asphalt pavement layer II, the filter layer is set above the asphalt pavement layer I, the void concrete permeable layer is set above the filter layer, and the exposed aggregate permeable pavement is set on the void concrete permeable layer Above, the glass wool sliver is set in the shock-absorbing buffer plate. The permeable roadbed structure has good water permeability, which can effectively prevent water from seeping into the plain soil layer, and ensure that the roadbed will not be damaged. At the same time, it has good frost resistance, strong shock absorption performance, and stable structure.
Description
技术领域technical field
本实用新型涉及透水路面技术领域,更具体地说涉及一种透水路基结构。The utility model relates to the technical field of water-permeable road surfaces, in particular to a water-permeable roadbed structure.
背景技术Background technique
透水路面具有透水性,下雨时能较快消除道路、广场的积水现象;当集中降雨时能减轻城市排水设施的负担,防止河流泛滥和水体污染。The permeable pavement has water permeability, which can quickly eliminate the water accumulation on roads and squares when it rains; when it rains intensively, it can reduce the burden on urban drainage facilities and prevent river flooding and water pollution.
现有的透水路面缺少过滤层,杂物会透过路面进入到地下,将会破坏透水路面,并且现有的透水路面减震性差,在北方抗冻性差,在天冷时容易冻涨,路基结构单一,容易破坏。The existing permeable pavement lacks a filter layer, and debris will enter the ground through the pavement, which will damage the permeable pavement. Moreover, the existing permeable pavement has poor shock absorption and poor frost resistance in the north. It is easy to freeze and swell when the weather is cold. Single structure, easy to damage.
发明内容Contents of the invention
本实用新型主要解决的技术问题是:提供一种透水路基结构,透水路基结构透水性好,能够有效的阻止水渗入到素土层,保证路基不会被破坏,同时抗冻性好,减震性能强,结构稳定。The technical problem mainly solved by the utility model is: to provide a permeable roadbed structure, which has good water permeability, can effectively prevent water from penetrating into the plain soil layer, and ensure that the roadbed will not be damaged, and at the same time has good frost resistance and shock absorption Strong performance and stable structure.
为解决上述技术问题,本实用新型涉及透水路面技术领域,更具体地说是一种透水路基结构,包括露骨料透水路面、空隙混凝土透水层、过滤层、沥青路面层I、沥青路面层II、牛毛毡层、减震缓冲板、玻璃棉条、阻根层、水稳碎石层、级配碎石层和素土夯实层。In order to solve the above technical problems, the utility model relates to the technical field of permeable pavement, more specifically, a permeable roadbed structure, including a permeable pavement with exposed aggregate, a permeable concrete layer with voids, a filter layer, asphalt pavement layer I, asphalt pavement layer II, Cow felt layer, shock-absorbing buffer board, glass wool sliver, root-resistance layer, water-stabilized crushed stone layer, graded crushed stone layer and plain soil compacted layer.
所述的级配碎石设置在素土夯实层的上方,水稳碎石层设置在级配碎石的上方,阻根层设置在水稳碎石层的上方,减震缓冲板的底面与阻根层相接触,牛毛毡层的底面设置在减震缓冲板的上表面,沥青路面层II设置在牛毛毡层的上方,沥青路面层I设置在沥青路面层II的上方,过滤层设置在沥青路面层I的上方,空隙混凝土透水层设置在过滤层的上方,露骨料透水路面设置在空隙混凝土透水层的上方,玻璃棉条设置在减震缓冲板中。The graded crushed stone is arranged above the plain soil tamping layer, the water-stabilized crushed stone layer is arranged above the graded crushed stone, the root-resistance layer is arranged above the water-stabilized crushed stone layer, and the bottom surface of the shock-absorbing buffer plate is in contact with the The root resistance layer is in contact, the bottom surface of the cow felt layer is set on the upper surface of the shock-absorbing buffer plate, the asphalt pavement layer II is set above the cow felt layer, the asphalt pavement layer I is set above the asphalt pavement layer II, and the filter layer is set on Above the asphalt pavement layer I, the void concrete permeable layer is disposed above the filter layer, the exposed aggregate permeable pavement is disposed above the void concrete permeable layer, and the glass wool strip is disposed in the shock-absorbing buffer plate.
作为本技术方案的进一步优化,本实用新型一种透水路基结构所述的过滤层的材料为细沙,其厚度为20mm。As a further optimization of the technical solution, the material of the filtering layer described in the permeable subgrade structure of the utility model is fine sand with a thickness of 20mm.
作为本技术方案的进一步优化,本实用新型一种透水路基结构所述的减震缓冲板的横截面呈波浪形,减震缓冲板的材料为硬质塑料。As a further optimization of the technical solution, the cross-section of the shock-absorbing buffer plate described in the permeable roadbed structure of the utility model is wavy, and the material of the shock-absorbing buffer plate is hard plastic.
作为本技术方案的进一步优化,本实用新型一种透水路基结构所述的阻根层的材料为高强度聚乙烯。As a further optimization of the technical solution, the material of the root resistance layer described in a permeable subgrade structure of the utility model is high-strength polyethylene.
作为本技术方案的进一步优化,本实用新型一种透水路基结构所述的水稳碎石层粒径为30毫米。As a further optimization of the technical solution, the particle size of the water-stabilized gravel layer described in a permeable subgrade structure of the utility model is 30 mm.
本实用新型一种透水路基结构的有益效果为:The beneficial effects of a permeable subgrade structure of the utility model are as follows:
本实用新型一种透水路基结构,透水路基结构透水性好,能够有效的阻止水渗入到素上层,保证路基不会被破坏,同时抗冻性好,减震性能强,结构稳定。The utility model relates to a permeable subgrade structure. The permeable subgrade structure has good water permeability, can effectively prevent water from seeping into the plain upper layer, ensures that the subgrade will not be damaged, and has good frost resistance, strong shock absorption performance and stable structure.
附图说明Description of drawings
下面结合附图和具体实施方法对本实用新型做进一步详细的说明。Below in conjunction with accompanying drawing and specific implementation method, the utility model is described in further detail.
图1为本实用新型一种透水路基结构的结构示意图。Fig. 1 is a structural schematic diagram of a permeable subgrade structure of the present invention.
图中:露骨料透水路面1、空隙混凝土透水层2、过滤层3、沥青路面层I 4、沥青路面层II 5、牛毛毡层6、减震缓冲板7、玻璃棉条8、阻根层9、水稳碎石层10、级配碎石层11、素土夯实层12。In the figure: exposed aggregate permeable pavement 1, void concrete permeable layer 2, filter layer 3, asphalt pavement layer I 4, asphalt pavement layer II 5, cow felt layer 6, shock-absorbing buffer plate 7, glass wool sliver 8, root-resistance layer 9. Water stabilized crushed stone layer 10, graded crushed stone layer 11, plain soil compacted layer 12.
具体实施方式detailed description
具体实施方式一:Specific implementation mode one:
下面结合图1说明本实施方式,本实用新型涉及透水路面技术领域,更具体地说是一种透水路基结构,包括:露骨料透水路面1、空隙混凝土透水层2、过滤层3、沥青路面层I4、沥青路面层II 5、牛毛毡层6、减震缓冲板7、玻璃棉条8、阻根层9、水稳碎石层10、级配碎石层11和素土夯实层12。The present embodiment will be described below in conjunction with Fig. 1. The utility model relates to the technical field of permeable pavements, more specifically a permeable roadbed structure, including: a permeable pavement with exposed aggregates 1, a concrete permeable layer with voids 2, a filter layer 3, and an asphalt pavement layer I4, asphalt pavement layer II 5, cow felt layer 6, shock absorbing buffer plate 7, glass wool sliver 8, root resistance layer 9, water stabilized gravel layer 10, graded gravel layer 11 and plain soil compaction layer 12.
所述的级配碎石11设置在素土夯实层12的上方,水稳碎石层10设置在级配碎石11的上方,阻根层9设置在水稳碎石层10的上方,减震缓冲板7的底面与阻根层9相接触,牛毛毡层6的底面设置在减震缓冲板7的上表面,沥青路面层II 5设置在牛毛毡层6的上方,沥青路面层I 4设置在沥青路面层II 5的上方,过滤层3设置在沥青路面层I 4的上方,空隙混凝土透水层2设置在过滤层3的上方,露骨料透水路面1设置在空隙混凝土透水层2的上方,玻璃棉条8设置在减震缓冲板7中。The graded crushed stone 11 is arranged above the plain soil compaction layer 12, the water-stabilized crushed stone layer 10 is arranged above the graded crushed stone 11, and the root-blocking layer 9 is arranged above the water-stabilized crushed stone layer 10, reducing The bottom surface of the shock buffer plate 7 is in contact with the root resistance layer 9, the bottom surface of the cow felt layer 6 is arranged on the upper surface of the shock absorber buffer plate 7, the asphalt pavement layer II 5 is arranged on the top of the cow felt layer 6, and the asphalt pavement layer I 4 Set above the asphalt pavement layer II 5, the filter layer 3 is set above the asphalt pavement layer I 4, the void concrete permeable layer 2 is set above the filter layer 3, the exposed aggregate permeable pavement 1 is set above the void concrete permeable layer 2 , The glass wool sliver 8 is arranged in the shock-absorbing buffer plate 7 .
素土夯实层12采用素土将土基夯实,保证路基结构的稳定性和平稳性,增强路基强度,级配碎石11有较强的硬度,级配碎石11铺设在素土夯实层12的上方,提高路基的硬度,在车辆经过路面时,路面不会发生下陷;水稳碎石层10主要是承载道路上的荷载,其次改善水稳定性能,防止地下水上升和地表水下渗;阻根层9的材料为高强度聚乙烯,强度高,能够有效的阻止地下的植物根戳破透水路基结构,保证透水路基结构结构的完整性,延长透水路基结构的使用寿命;波浪形的减震缓冲板7有良好的减震和缓冲作用,在车辆经过时,波浪形的减震缓冲板7将进行减震缓冲,提高车辆行驶的稳定性;玻璃棉条8一方面有减震的作用,提高车辆行驶的平稳性,另一方面有良好的抗冻和保温性能,保证路基不会被冻坏;露骨料透水路面1和空隙混凝土透水层2具有良好的透水性,保证路面上的水将进入到路基中,保证路面上水不会积攒,车辆和行人能够正常流动;水进入到路基中时,在牛毛毡层6的阻止作用下,保证水不会进一步的下渗,水将从牛毛毡层6的两面流出,确保水流畅分散,不会将路基破坏。透水路基结构的各层结构之间压制而成,结构稳定,使用寿命长。The plain soil tamping layer 12 uses plain soil to tamp the soil foundation to ensure the stability and stability of the subgrade structure and enhance the strength of the subgrade. The graded crushed stone 11 has relatively strong hardness, and the graded crushed stone 11 is laid on the plain soil tamping layer 12 above, improve the hardness of the roadbed, and the road surface will not sink when vehicles pass by the road surface; the water-stabilized gravel layer 10 mainly bears the load on the road, and secondly improves the water stability performance to prevent groundwater from rising and surface water seepage; The root layer 9 is made of high-strength polyethylene with high strength, which can effectively prevent underground plant roots from piercing the permeable subgrade structure, ensure the integrity of the permeable subgrade structure, and prolong the service life of the permeable subgrade structure; the wave-shaped shock absorption Buffer plate 7 has good shock absorption and buffering effect, and when vehicle passes by, wave-shaped shock absorption buffer plate 7 will carry out shock absorption and buffering, improve the stability of vehicle running; Glass wool sliver 8 has the effect of shock absorption on the one hand, Improve the driving stability of the vehicle, on the other hand, it has good antifreeze and heat preservation performance, so as to ensure that the subgrade will not be damaged by freezing; the exposed aggregate permeable pavement 1 and the void concrete permeable layer 2 have good water permeability, ensuring that the water on the pavement will When the water enters the roadbed, it is guaranteed that water will not accumulate on the road surface, and vehicles and pedestrians can flow normally; when water enters the roadbed, under the blocking effect of the cow felt layer 6, it is guaranteed that the water will not seep further, and the water will flow from the cattle The two sides of the felt layer 6 flow out to ensure the smooth dispersion of water without destroying the roadbed. The layers of the permeable subgrade structure are pressed together, with a stable structure and long service life.
具体实施方式二:Specific implementation mode two:
下面结合图1说明本实施方式,本实施方式对实施方式一作进一步说明,所述的过滤层3的材料为细沙,其厚度为20mm,过滤效果好,保证杂物不进入到路基内。The present embodiment is described below in conjunction with Fig. 1, and this embodiment is further described to embodiment one, and the material of described filtering layer 3 is fine sand, and its thickness is 20mm, and filtering effect is good, guarantees that sundries do not enter in the subgrade.
具体实施方式三:Specific implementation mode three:
下面结合图1说明本实施方式,本实施方式对实施方式一作进一步说明,所述的减震缓冲板7的横截面呈波浪形,减震缓冲板7的材料为硬质塑料。The present embodiment will be described below in conjunction with FIG. 1 . This embodiment will further describe Embodiment 1. The cross-section of the shock-absorbing buffer plate 7 is wave-shaped, and the material of the shock-absorbing buffer plate 7 is hard plastic.
具体实施方式四:Specific implementation mode four:
下面结合图1说明本实施方式,本实施方式对实施方式一作进一步说明,所述的阻根层9的材料为高强度聚乙烯。The present embodiment will be described below with reference to FIG. 1 . This embodiment will further describe Embodiment 1. The material of the root blocking layer 9 is high-strength polyethylene.
具体实施方式五:Specific implementation mode five:
下面结合图1说明本实施方式,本实施方式对实施方式一作进一步说明,所述的所述的水稳碎石层10粒径为30毫米。The present embodiment will be described below with reference to FIG. 1 . This embodiment will further describe Embodiment 1. The particle size of the water-stabilized gravel layer 10 is 30 mm.
当然,上述说明并非对本实用新型的限制,本实用新型也不仅限于上述举例,本技术领域的普通技术人员在本实用新型的实质范围内所做出的变化、改型、添加或替换,也属于本实用新型的保护范围。Of course, the above descriptions are not limitations of the present utility model, and the present utility model is not limited to the above-mentioned examples. Changes, modifications, additions or replacements made by those of ordinary skill in the art within the essential scope of the present utility model also belong to Protection scope of the present utility model.
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108677715A (en) * | 2018-05-30 | 2018-10-19 | 刘刚 | A kind of highway bridge subgrade and pavement and its construction method |
| CN108978469A (en) * | 2018-07-19 | 2018-12-11 | 江苏中路工程技术研究院有限公司 | A kind of paving structure and preparation method thereof of orthotropic plate rigidity enhancing |
| CN115198584A (en) * | 2022-06-01 | 2022-10-18 | 吉林市市政建设集团有限公司 | Roadbed laying method for frost heaving soil |
-
2017
- 2017-01-11 CN CN201720062502.6U patent/CN206418364U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108677715A (en) * | 2018-05-30 | 2018-10-19 | 刘刚 | A kind of highway bridge subgrade and pavement and its construction method |
| CN108677715B (en) * | 2018-05-30 | 2019-08-27 | 刘刚 | A kind of highway bridge subgrade and pavement and its construction method |
| CN108978469A (en) * | 2018-07-19 | 2018-12-11 | 江苏中路工程技术研究院有限公司 | A kind of paving structure and preparation method thereof of orthotropic plate rigidity enhancing |
| CN115198584A (en) * | 2022-06-01 | 2022-10-18 | 吉林市市政建设集团有限公司 | Roadbed laying method for frost heaving soil |
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