CN204266137U - A kind of novel municipal porous pavement road drainage structure - Google Patents

A kind of novel municipal porous pavement road drainage structure Download PDF

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Publication number
CN204266137U
CN204266137U CN201420719889.4U CN201420719889U CN204266137U CN 204266137 U CN204266137 U CN 204266137U CN 201420719889 U CN201420719889 U CN 201420719889U CN 204266137 U CN204266137 U CN 204266137U
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road
base
layer
drainage
pavement
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CN201420719889.4U
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Chinese (zh)
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黄伟
余军
吕军
吕业君
张国刚
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CHINA NUCLEAR INDUSTRY HUATAI CONSTRUCTION Co Ltd
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CHINA NUCLEAR INDUSTRY HUATAI CONSTRUCTION Co Ltd
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Abstract

本实用新型公开了一种新型市政透水路面道路排水结构,道路结构包括路基、基层、磨损层和排水管道;所述基层位于路基上;所述磨损层位于基层上,所述磨损层由透水路面组成,所述透水路面是铺砌快路面、多孔沥青路面、多孔混凝土路面中的一种;所述地面与道路结构相邻;所述排水管道位于基层的底部一侧。本实用新型结构稳定性好,荷载强度大,排水效果好,同时具有环保功能。

The utility model discloses a novel municipal permeable pavement road drainage structure. The road structure includes a roadbed, a base layer, a wear layer and a drainage pipe; the base layer is located on the road base; the wear layer is located on the base layer; Composition, the permeable pavement is one of paved express road, porous asphalt pavement, porous concrete pavement; the ground is adjacent to the road structure; the drainage pipe is located on the bottom side of the base. The utility model has good structural stability, high load strength, good drainage effect and environmental protection function.

Description

一种新型市政透水路面道路排水结构A New Municipal Permeable Pavement Road Drainage Structure

技术领域 technical field

本实用新型涉及市政道路,具体涉及新型市政透水路面道路排水结构。 The utility model relates to municipal roads, in particular to a novel municipal permeable pavement road drainage structure.

背景技术 Background technique

现有路面结构包括沥青、混凝土、路面砖铺砌、碎石路面等,这些道路表面易沉积灰尘污垢等,透水透气性差,耐磨性差;而耐磨性好的道路表面排水性差,当水量大时易在路面积水,造成行人车辆困扰,造成大量垃圾进入下水道而堵塞下水道形成恶性循环;在某些地方,污水雨水量超出废水处理厂的承载能力而造成大量的未处理废水随雨水直接渗入地表以下土壤中造成污染。因透水路面的透水透气性好,可节省排水空间等优点而逐渐受到人们的重视,现有透水路面结构的底层是骨料基层,通常是采用密实级配碎石基层或其他骨料基层的透水路面结构,这种路面结构存在不稳定性或负载强度小等缺点。 The existing pavement structure includes asphalt, concrete, pavement brick paving, gravel pavement, etc. The surface of these roads is easy to deposit dust and dirt, and has poor water permeability and poor wear resistance; while the road surface with good wear resistance has poor drainage, when the water volume is large It is easy to accumulate water on the road, causing troubles for pedestrians and vehicles, causing a large amount of garbage to enter the sewer and block the sewer, forming a vicious circle; in some places, the amount of sewage rainwater exceeds the carrying capacity of the wastewater treatment plant, causing a large amount of untreated wastewater to directly seep into the surface with the rainwater pollution in the soil below. Due to the good water permeability and air permeability of the permeable pavement, it can save drainage space and other advantages, and it has gradually attracted people's attention. The bottom layer of the existing permeable pavement structure is the aggregate base, which is usually the permeable layer of dense graded gravel base or other aggregate base. Pavement structure, this pavement structure has disadvantages such as instability or low load strength.

实用新型内容 Utility model content

针对上述问题,本实用新型要解决的问题是提供一种负载强度大,稳定性和排水效果好的的市政透水路面道路结构。 In view of the above problems, the problem to be solved by the utility model is to provide a municipal permeable pavement road structure with high load strength, good stability and drainage effect.

为解决上述技术问题,本实用新型采用的技术方案是,一种新型市政透水路面道路排水结构,道路结构包括路基、基层、磨损层和排水管道;所述基层位于路基上;所述磨损层位于基层上;地面与道路结构相邻;所述排水管道位于基层的底部一侧。 In order to solve the above technical problems, the technical solution adopted by the utility model is a new municipal permeable pavement road drainage structure. The road structure includes a roadbed, a base layer, a wear layer and a drainage pipe; the base layer is located on the road base; on the base; the ground is adjacent to the road structure; and the drainage pipe is located on the bottom side of the base.

作为优选,所述基层中设有骨料,所述骨料包括碎石,所述碎石压实形成级配碎石,在基层中形成级配碎石层。 Preferably, aggregates are provided in the base layer, and the aggregates include crushed stones, and the crushed stones are compacted to form graded crushed stones, forming a graded crushed stone layer in the base layer.

作为优选,所述级配碎石层是储水层,当水量大时,雨水透过路面在级配碎石层中形成一定的缓冲区,减缓路面排水的压力,提高排水效率。 Preferably, the graded crushed stone layer is a water storage layer. When the water volume is large, rainwater penetrates the road surface to form a certain buffer zone in the graded crushed stone layer, which relieves the pressure of road surface drainage and improves drainage efficiency.

作为优选,所述磨损层由透水路面组成,所述透水路面是铺砌快路面、多孔沥青路面、多孔混凝土路面中的一种,透水率≤125mm/h。 Preferably, the wearing layer is composed of a permeable pavement, and the permeable pavement is one of a paved express road, a porous asphalt pavement, and a porous concrete pavement, and the water permeability is ≤125mm/h.

作为优选,所述透水路面是铺砌快路面时,在两铺砌块之间设有填料层。 Preferably, when the permeable pavement is paved express pavement, a filler layer is provided between two paving blocks.

作为优选,所述路基是不透水的压实路基;有效维持道路结构的稳定性和强度。 Preferably, the roadbed is an impermeable compacted roadbed; effectively maintaining the stability and strength of the road structure.

作为优选,所述排水管道排出位于基层中的雨水,而减少雨水渗进路基中。 Preferably, the drainage pipe discharges rainwater in the base layer, thereby reducing rainwater seepage into the roadbed.

作为优选,所述道路结构中可不设排水管道,加深基层的深度以增大储水的容量达到快速有效排水的目的。 As a preference, there may be no drainage pipes in the road structure, and the depth of the base layer may be deepened to increase the capacity of water storage to achieve the purpose of rapid and effective drainage.

本实用新型有益效果,本实用新型结构易于施工,利用透水路面的透水透气性,排水效果好,降低路面温度,减少环境污染;本实用新型结构还可用于停车场或其他结构中。 The beneficial effect of the utility model is that the structure of the utility model is easy to construct, utilizes the water permeability and air permeability of the permeable pavement, has a good drainage effect, reduces the temperature of the pavement, and reduces environmental pollution; the structure of the utility model can also be used in parking lots or other structures.

附图说明 Description of drawings

图1是本实用新型结构示意图 Fig. 1 is a structural representation of the utility model

其中,道路结构10、地面12、路基14、基层16、磨损层18、骨料20、排水管道24、级配碎石层26、碎石28、铺砌快路面30、填料层32 Among them, road structure 10, ground 12, subgrade 14, base layer 16, wear layer 18, aggregate 20, drainage pipe 24, graded crushed stone layer 26, crushed stone 28, paved express road surface 30, packing layer 32

具体实施方式 Detailed ways

结合附图,对本实用新型结构作进一步说明。 In conjunction with the accompanying drawings, the structure of the utility model is further described.

一种新型市政透水路面道路排水结构,道路结构10包括路基14、基层16、磨损层18和排水管道24;所述基层16位于路基14上;所述磨损层18位于基层16上;地面12与道路结构10相邻;所述排水管道24位于基层16的底部一侧。 A new municipal permeable pavement road drainage structure, the road structure 10 includes a roadbed 14, a base 16, a wear layer 18 and a drainage pipe 24; the base 16 is located on the base 14; the wear layer 18 is located on the base 16; the ground 12 and the The road structure 10 is adjacent; the drainage pipe 24 is located on the bottom side of the base layer 16 .

进一步地,所述基层16中设有骨料20,所述骨料20包括碎石28,所述碎石28压实形成级配碎石,在基层16中形成级配碎石层26;所述级配碎石层26 是储水层,缓冲路面排水压力。 Further, aggregates 20 are provided in the base layer 16, and the aggregates 20 include crushed stones 28. The crushed stones 28 are compacted to form graded crushed stones, and a graded crushed stone layer 26 is formed in the base layer 16; The graded crushed stone layer 26 is a water storage layer, which buffers the drainage pressure of the pavement.

进一步地,所述磨损层18由透水路面22组成,所述透水路面22是铺砌快路面30,两铺砌块之间设有填料层32;所述透水路面22透水率≤125mm/h。 Further, the wear layer 18 is composed of a permeable pavement 22, the permeable pavement 22 is a paved express road surface 30, and a filler layer 32 is arranged between two paving blocks; the water permeability of the permeable pavement 22 is ≤125mm/h.

进一步地,所述路基14是不透水的压实路基;有效维持道路结构10的稳定性和荷载强度。 Further, the roadbed 14 is an impermeable compacted roadbed; effectively maintaining the stability and load strength of the road structure 10 .

进一步地,所述排水管道24排出位于基层16中的雨水,减少雨水渗进路基14中。 Further, the drainage pipe 24 discharges the rainwater in the base layer 16 to reduce rainwater seeping into the roadbed 14 .

Claims (3)

1.一种新型市政透水路面道路排水结构,道路结构包括路基、基层、磨损层和排水管道;其特征是:所述基层位于路基上;所述磨损层位于基层上,所述磨损层由透水路面组成,所述透水路面是铺砌快路面、多孔沥青路面、多孔混凝土路面中的一种;地面与道路结构相邻;所述排水管道位于基层的底部一侧。 1. A new type of municipal permeable pavement road drainage structure, the road structure includes roadbed, base, wear layer and drainage pipe; it is characterized in that: the base is located on the roadbed; the wear layer is located on the base, and the wear layer is made of water The permeable road surface is one of paved express road surface, porous asphalt road surface and porous concrete road surface; the ground is adjacent to the road structure; the drainage pipe is located on the bottom side of the base. 2.根据权利要求1所述一种新型市政透水路面道路排水结构,其特征是:所述基层中由骨料碎石压实形成级配碎石层。 2. A novel municipal permeable pavement road drainage structure according to claim 1, characterized in that: the base layer is compacted by aggregate gravel to form a graded gravel layer. 3.根据权利要求1所述一种新型市政透水路面道路排水结构,其特征是:所述铺砌快路面中两铺砌块之间设有填料层;所述透水路面透水率≤125mm/h。 3. A new municipal permeable pavement road drainage structure according to claim 1, characterized in that: a filler layer is arranged between two paving blocks in the paved express road; the water permeability of the permeable pavement is ≤125mm/h.
CN201420719889.4U 2014-11-25 2014-11-25 A kind of novel municipal porous pavement road drainage structure Expired - Lifetime CN204266137U (en)

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107022938A (en) * 2017-04-26 2017-08-08 中国十九冶集团有限公司 Precast concrete road system and construction method
CN107090757A (en) * 2017-05-03 2017-08-25 中交公局第三工程有限公司 A kind of Asphalt Pavement with Flexible Base
CN107816116A (en) * 2017-11-06 2018-03-20 大千生态环境集团股份有限公司 A kind of spigot-and-socket reinforcing bar Concrete Drainage Pipe installation method based on graded broken stone basis

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107022938A (en) * 2017-04-26 2017-08-08 中国十九冶集团有限公司 Precast concrete road system and construction method
CN107090757A (en) * 2017-05-03 2017-08-25 中交公局第三工程有限公司 A kind of Asphalt Pavement with Flexible Base
CN107090757B (en) * 2017-05-03 2019-06-21 中交一公局第三工程有限公司 A kind of Asphalt Pavement with Flexible Base
CN107816116A (en) * 2017-11-06 2018-03-20 大千生态环境集团股份有限公司 A kind of spigot-and-socket reinforcing bar Concrete Drainage Pipe installation method based on graded broken stone basis

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Granted publication date: 20150415