一种透水沥青路面排水结构

By designing a permeable asphalt pavement structure, including a permeable asphalt layer, a permeable base course, an impermeable subbase, and drainage components, the safety and environmental problems caused by the impermeability of traditional pavements have been solved, achieving rapid infiltration and drainage, and improving the pavement's load-bearing capacity and structural stability.

CN224513971UActive Publication Date: 2026-07-17德州市公路事业发展中心乐陵市分中心

Patent Information

Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
德州市公路事业发展中心乐陵市分中心
Filing Date
2025-08-19
Publication Date
2026-07-17

AI Technical Summary

Technical Problem

Traditional impermeable pavements cause water accumulation on the road surface, reducing vehicle driving safety, increasing the risk of traffic accidents, and blocking rainwater infiltration paths, leading to urban flooding and a drop in groundwater levels.

Method used

Design a permeable asphalt pavement structure, including a permeable asphalt layer, a permeable base course, an impermeable subbase, and drainage components. The permeable base course and the impermeable subbase are tightly bonded together. The permeable base course is provided with drainage chutes and drainage pipes. The anti-clogging filter is tightly bonded to the permeable base course to form an efficient drainage channel.

Benefits of technology

It enables rapid rainwater infiltration and drainage, improves road surface load-bearing capacity, reduces the risk of traffic accidents, avoids urban flooding and groundwater level decline, and extends the service life of the structure.

✦ Generated by Eureka AI based on patent content.

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Abstract

本实用新型公开了一种透水沥青路面排水结构,属于道路工程技术领域,该透水沥青路面排水结构,包括透水沥青层,所述透水沥青层下端设置有透水基层,所述透水基层下端设置有防渗垫层,所述防渗垫层下端设置有路基层,所述透水基层上安装有排水组件,所述排水组件能够对透水沥青层上的积水进行排放,本实用新型通过设置排水组件,可通过预设的通道快速收集基层中未及时下渗的多余水分,形成基层渗透的排水路径,显著提升整体排水速度,避免雨水在路面结构内长期滞留,通过设置透水基层,透水基层通常采用多孔性材料,具备良好的渗透性能,当雨水通过透水沥青面层渗入后,透水基层可快速承接并横向或竖向疏导水流,从而有效减少路面积水。
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Claims

1. A permeable asphalt pavement drainage structure comprising a permeable asphalt layer (1), characterized in that: A permeable base layer (2) is provided at the lower end of the permeable asphalt layer (1), and an impermeable cushion layer (3) is provided at the lower end of the permeable base layer (2). The lower end of the impermeable cushion layer (3) is provided with a road base layer (4), and a drainage component (5) is installed on the permeable base layer (2). The drainage component (5) can discharge the water accumulated on the permeable asphalt layer (1). The drainage component (5) includes multiple drainage troughs (501) opened at the upper end of the permeable base layer (2). Drainage pipes (502) are installed on the corresponding inner walls of the multiple drainage troughs (501). Anti-clogging filter screens (503) are fixedly connected to the periphery of the permeable base layer (2). Drainage channels (504) are fixedly connected to both sides of the seepage-proof pad (3). Drainage slopes (505) are opened on both drainage channels (504).

2. The permeable asphalt pavement drainage structure according to claim 1, wherein: The thickness of the permeable asphalt layer (1) is 3-5cm, the thickness of the permeable base layer (2) is 15-30cm, and the thickness of the impermeable cushion layer (3) is 5-10cm.

3. The permeable asphalt pavement drainage structure of claim 1, wherein: The permeable asphalt layer (1), permeable base course (2), impermeable cushion layer (3) and road base course (4) are all tightly bonded to each other.

4. The permeable asphalt pavement drainage structure of claim 1, wherein: The multiple drainage troughs (501) are all set at a 40° angle, and the distance between any two drainage troughs (501) is 10 cm.

5. The permeable asphalt pavement drainage structure of claim 1, wherein: The plurality of drain pipes (502) have an outer diameter of 110 mm, and the plurality of drain pipes (502) are all made of high-density polyethylene.

6. The permeable asphalt pavement drainage structure of claim 1, wherein: The thickness of the anti-clogging filter (503) is equal to the thickness of the permeable base layer (2), and the inner side of the anti-clogging filter (503) is closely attached to the outer surface of the permeable base layer (2).