CN209798473U - Road system with multilayer water purification structure - Google Patents

Road system with multilayer water purification structure Download PDF

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Publication number
CN209798473U
CN209798473U CN201920092724.1U CN201920092724U CN209798473U CN 209798473 U CN209798473 U CN 209798473U CN 201920092724 U CN201920092724 U CN 201920092724U CN 209798473 U CN209798473 U CN 209798473U
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layer
ogfc
rainwater
water purification
surface layer
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CN201920092724.1U
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刚晓明
王吉伟
王开龙
常健
任志伟
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Ji'nan City Construction And Design Research Institute LLC
Shandong Hui Friends Municipal Garden Group Co Ltd
Shandong Spring Construction Engineering Testing Co Ltd
Shandong Yi Fang Da Construction Project Management Co Ltd
Jinan Urban Construction Group Co Ltd
Jinan Municipal Engineering Construction Group Co Ltd
Shandong Huitong Construction Group Co Ltd
Original Assignee
Ji'nan City Construction And Design Research Institute LLC
Shandong Hui Friends Municipal Garden Group Co Ltd
Shandong Spring Construction Engineering Testing Co Ltd
Shandong Yi Fang Da Construction Project Management Co Ltd
Jinan Urban Construction Group Co Ltd
Jinan Municipal Engineering Construction Group Co Ltd
Shandong Huitong Construction Group Co Ltd
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Application filed by Ji'nan City Construction And Design Research Institute LLC, Shandong Hui Friends Municipal Garden Group Co Ltd, Shandong Spring Construction Engineering Testing Co Ltd, Shandong Yi Fang Da Construction Project Management Co Ltd, Jinan Urban Construction Group Co Ltd, Jinan Municipal Engineering Construction Group Co Ltd, Shandong Huitong Construction Group Co Ltd filed Critical Ji'nan City Construction And Design Research Institute LLC
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Abstract

本实用新型属于路面雨水净化领域,特别涉及一种具有多层净水结构的道路系统,包括最上层的OGFC面层和横向排水管,自OGFC面层向下依次为级配碎石层、净水砂垫层、横向排水管和素土夯实层;所述净水砂垫层内部铺设活性炭网。本实用新型道路系统,解决了现有排水系统无法有效净化雨水的问题,多层道路层逐步吸附雨水中的污染物,并且系统既不会降低路面力学强度和透水性能,又可以有效降低雨水中的酸性物质、重金属等污染物,实现好的净化雨水的效果。

The utility model belongs to the field of pavement rainwater purification, in particular to a road system with a multi-layer water purification structure, comprising the uppermost OGFC surface layer and a horizontal drainage pipe, from the OGFC surface layer down to a graded crushed stone layer, a clean A water-sand cushion, a horizontal drainage pipe, and a plain soil compaction layer; an activated carbon net is laid inside the water-cleaning sand cushion. The road system of the utility model solves the problem that the existing drainage system cannot effectively purify rainwater. The multi-layer road layer gradually absorbs pollutants in the rainwater, and the system will not reduce the mechanical strength and water permeability of the road surface, and can effectively reduce the rainwater pollution in the rainwater. Acidic substances, heavy metals and other pollutants, to achieve a good effect of purifying rainwater.

Description

一种具有多层净水结构的道路系统A road system with multi-layer water purification structure

技术领域technical field

本发明属于路面雨水净化领域,特别涉及一种具有多层净水结构的道路系统。The invention belongs to the field of pavement rainwater purification, in particular to a road system with a multi-layer water purification structure.

背景技术Background technique

大孔隙OGFC(Open Graded Friction Course,开级配抗滑表层)沥青路面已经有很多年的实践经验,在排水和降噪等方面取得了很大的进展,有效解决了城市道路容易积水,噪音较大的问题。大多数雨水会经过排污管道流到城外,因此不能补充城市内部的水资源,是城市热岛效应的重要原因之一。有些雨水将直接流入城市土地,降雨初期雨水中会含有较多的污染物,有统计数据显示,60%以上的水污染由雨水造成,降雨过程中雨水中溶解了空气中的大量汽车尾气、酸性气体和工业废气,放任流入将对城市土地造成很大的污染。无论是排到城外还是放任不管在经济和资源方面都将造成极大的浪费。再加上近些年绿色环保观念的加强,因此如何降低雨水中的污染物变得非常重要。但在目前还没有统一完善的雨水净化措施,因此,急需一种道路内部净化雨水的路面设计。Large-porosity OGFC (Open Graded Friction Course, open graded anti-skid surface) asphalt pavement has many years of practical experience, and has made great progress in drainage and noise reduction, effectively solving the problem of water accumulation and noise on urban roads. Bigger problem. Most of the rainwater will flow out of the city through sewage pipes, so it cannot supplement the water resources inside the city, which is one of the important reasons for the urban heat island effect. Some rainwater will flow directly into urban land, and the rainwater will contain more pollutants in the early stage of rainfall. According to statistics, more than 60% of water pollution is caused by rainwater. During the rainfall process, the rainwater dissolves a large amount of car exhaust and acid Gas and industrial waste gas, if left unchecked, will cause great pollution to urban land. Whether it is discharged outside the city or left alone will cause great waste in terms of economy and resources. Coupled with the strengthening of the concept of green environmental protection in recent years, how to reduce pollutants in rainwater has become very important. However, there is no unified and perfect rainwater purification measure at present, therefore, a pavement design for purifying rainwater inside the road is urgently needed.

发明内容Contents of the invention

本发明要解决的问题是克服背景技术的不足,提供一种具有多层净水结构的道路系统。The problem to be solved by the present invention is to overcome the shortcomings of the background technology and provide a road system with a multi-layer water purification structure.

本发明是通过以下技术方案来实现的:The present invention is achieved through the following technical solutions:

一种具有多层净水结构的道路系统,包括最上层的OGFC面层和横向排水管,自OGFC面层向下依次为级配碎石层、净水砂垫层、横向排水管和素土夯实层;所述净水砂垫层内部铺设活性炭网。A road system with a multi-layer water purification structure, including the uppermost OGFC surface layer and horizontal drainage pipes, from the OGFC surface layer down to the graded crushed stone layer, water purification sand cushion, horizontal drainage pipes and plain soil A compacted layer; an activated carbon net is laid inside the water-purifying sand cushion layer.

优选的,所述OGFC面层分为两层,自上至下分别为小孔隙率OGFC面层和大孔隙率OGFC面层。Preferably, the OGFC surface layer is divided into two layers, from top to bottom are a small-porosity OGFC surface layer and a large-porosity OGFC surface layer.

进一步的,所述小孔隙率OGFC面层孔隙率为18%-21%;大孔隙率OGFC面层孔隙率为21%-24%。Further, the porosity of the small-porosity OGFC surface layer is 18%-21%; the porosity of the large-porosity OGFC surface layer is 21%-24%.

进一步的,所述小孔隙率OGFC面层在混合料配合过程中掺加一种或几种吸附性集料。Further, one or more kinds of adsorptive aggregates are added to the small porosity OGFC surface layer during the compounding process of the mixture.

进一步的,所述大孔隙率OGFC面层在混合料配合过程中掺加一种或几种吸附性集料,在搅拌过程中加入少量活性炭。Further, the OGFC surface layer with large porosity is mixed with one or more kinds of adsorptive aggregates during the compounding process of the mixture, and a small amount of activated carbon is added during the stirring process.

进一步的,所述活性炭网高度为1-2cm。Further, the height of the activated carbon net is 1-2cm.

进一步的,所述活性炭网表面为非平面。Further, the surface of the activated carbon mesh is non-planar.

进一步的,所述横向排水管末端涂刷净水涂层。Further, the end of the horizontal drainage pipe is painted with a water-cleaning coating.

进一步的,所述净水砂垫层在铺筑过程中加入陶粒吸附材料。Further, ceramsite adsorption material is added to the water-purifying sand cushion during the paving process.

优选的,所述级配碎石层厚度为20-30cm。Preferably, the thickness of the graded gravel layer is 20-30cm.

本发明的有益效果:Beneficial effects of the present invention:

一、本发明公开了一种具有多层净水结构的道路系统,解决了现有排水系统无法有效净化雨水的问题,多层净水结构逐步吸附雨水中的污染物,并且道路系统既不会降低路面力学强度和透水性能,又可以有效降低雨水中的酸性物质、重金属等污染物,实现好的净化雨水的效果。1. The present invention discloses a road system with a multilayer water purification structure, which solves the problem that the existing drainage system cannot effectively purify rainwater. The multilayer water purification structure gradually absorbs pollutants in the rainwater, and the road system will neither Reducing the mechanical strength and water permeability of the pavement can effectively reduce acidic substances, heavy metals and other pollutants in rainwater, and achieve a good effect of purifying rainwater.

二、经过本发明道路系统净化后排出的雨水不会对土壤有污染,可以直接回收利用,为高效经济的水资源利用提供了一种新的方法。2. The rainwater discharged after being purified by the road system of the present invention will not pollute the soil, and can be directly recycled, providing a new method for efficient and economical utilization of water resources.

三、本发明道路系统具有显著的净化效果,可以有效的降低污染,提高城市土壤含水率,最大程度的节约了水资源。3. The road system of the present invention has a remarkable purification effect, can effectively reduce pollution, increase urban soil moisture content, and save water resources to the greatest extent.

附图说明Description of drawings

图1为本发明的结构示意图。Fig. 1 is a structural schematic diagram of the present invention.

图中,1小孔隙率OGFC面层,2大孔隙率OGFC面层,3级配碎石层,4活性炭网,5净水砂垫层,6横向排水管,7素土夯实层,8净水涂层。In the figure, 1 small porosity OGFC surface layer, 2 large porosity OGFC surface layer, 3 graded gravel layer, 4 activated carbon net, 5 water purification sand cushion, 6 horizontal drainage pipe, 7 plain soil compaction layer, 8 clean Water coating.

具体实施方式Detailed ways

为使本发明实施例的目的、技术方案和优点更加清楚,下面将结合本发明实施例中的附图,对本发明实施例中的技术方案进行清楚、完整地描述,显然,所描述的实施例是本发明一部分实施例,而不是全部的实施例,因此不能理解为对本发明的限制。In order to make the purpose, technical solutions and advantages of the embodiments of the present invention clearer, the technical solutions in the embodiments of the present invention will be clearly and completely described below in conjunction with the drawings in the embodiments of the present invention. Obviously, the described embodiments It is a part of the embodiments of the present invention, but not all of them, so it should not be construed as a limitation of the present invention.

本发明的道路系统,自上至下依次为OGFC面层、级配碎石层3、净水砂垫层5、横向排水管6和素土夯实层7。其中,本实施中优选的OGFC面层为双层,分别是上面的小孔隙率OGFC面层1和下面的大孔隙率OGFC面层2,设置双层OGFC面层的目的是在降噪的同时提高净水效果,上方小孔隙率OGFC面层1可以起到防止大颗粒污染物堵塞的效果,而且雨水经过小孔隙率OGFC面层1后流速下降可以与下层大孔隙率OGFC面层2更多接触从而提高净水效果。上述小孔隙率OGFC面层1孔隙率在18%-21%之间为佳,大孔隙率OGFC面层2孔隙率在21%-24%之间为佳。并且上述的小孔隙率OGFC面层1在混合料配合过程中掺加石英砂、石英岩等吸附性较强的集料,大孔隙率OGFC面层2在混合料配合过程中掺加石英砂、石英岩等吸附性较强的集料,在搅拌过程中加入少量活性炭。The road system of the present invention comprises an OGFC surface layer, a graded crushed stone layer 3, a water-cleaning sand cushion layer 5, a horizontal drainage pipe 6 and a plain soil compaction layer 7 from top to bottom. Among them, the preferred OGFC surface layer in this implementation is a double layer, which is the upper small-porosity OGFC surface layer 1 and the lower large-porosity OGFC surface layer 2. The purpose of setting the double-layer OGFC surface layer is to reduce noise. Improve the water purification effect, the upper small porosity OGFC surface layer 1 can prevent the clogging effect of large particles of pollutants, and the flow rate of rainwater after passing through the small porosity OGFC surface layer 1 can be reduced more than the lower layer of large porosity OGFC surface layer 2 Contact to improve the water purification effect. The porosity of the above-mentioned small porosity OGFC surface layer 1 is preferably between 18% and 21%, and the porosity of the large porosity OGFC surface layer 2 is preferably between 21% and 24%. And the above-mentioned small porosity OGFC surface layer 1 is mixed with stronger absorbing aggregates such as quartz sand and quartzite in the process of mixing the mixture, and the OGFC surface layer 2 with large porosity is mixed with quartz sand, quartzite, etc. in the process of mixing the mixture For aggregates with strong adsorption such as quartzite, a small amount of activated carbon is added during the stirring process.

所述净水砂垫层5内部铺设活性炭网4,活性炭网4对雨水中的有机污染物有非常好的净化效果,活性炭网4内的活性碳含量不必过高,活性炭网4高度为1-2cm为佳。本实施例优选的,活性炭网4表面非平面,活性炭网4设置为非平面可以使雨水与活性炭网4充分接触,既可以加大比表面积提高净水效果,又不会降低排水效率。活性炭网4的表面可以为多种式样,只要能达到所述效果的非平面表面均可以。本实施例中活性炭网4由若干倾斜面组成,表面为一个个的倾斜面。Activated carbon net 4 is laid inside described water purification sand cushion layer 5, and activated carbon net 4 has very good purifying effect to the organic pollutant in rainwater, and the active carbon content in the activated carbon net 4 needn't be too high, and activated carbon net 4 height is 1- 2cm is better. Preferably in this embodiment, the surface of the activated carbon mesh 4 is non-planar, and the non-planar configuration of the activated carbon mesh 4 can make the rainwater fully contact with the activated carbon mesh 4, which can increase the specific surface area and improve the water purification effect without reducing the drainage efficiency. The surface of the activated carbon net 4 can be in various styles, as long as the non-planar surface can achieve the effect. In this embodiment, the activated carbon mesh 4 is composed of several inclined surfaces, and the surface is each inclined surface.

所述横向排水管6末端涂刷净水涂层8,进一步对雨水进行净化。净水砂垫层5在铺筑过程中加入陶粒吸附材料。优选的,所述级配碎石层3厚度为20-30cm最佳。The end of the horizontal drain pipe 6 is coated with a water-cleaning coating 8 to further purify the rainwater. Water-purifying sand cushion 5 adds ceramsite adsorption material in the paving process. Preferably, the thickness of the graded gravel layer 3 is optimally 20-30 cm.

本发明的道路系统雨水经过双层OGFC面层时,其中大量的污染物已被OGFC面层过滤净化、吸附,雨水继续下渗,经过净水砂垫层5和活性炭网4可以进一步的过滤净化,最后雨水经过横向排水管6排出路面时,横向排水管6末端的净水涂层8还会发挥作用继续净化雨水,最后排出的雨水已经不会对土壤有污染,甚至都可以将排出的雨水直接回收利用。本发明的道路系统具有较好的净化效果,不仅可以有效的降低污染,还可以提高城市土壤含水率,最大程度的节约水资源。When the road system rainwater of the present invention passes through the double-layer OGFC surface layer, a large amount of pollutants have been filtered, purified and adsorbed by the OGFC surface layer, and the rainwater continues to infiltrate, and can be further filtered and purified through the water purification sand cushion layer 5 and activated carbon net 4 Finally, when the rainwater is discharged from the road surface through the horizontal drain pipe 6, the water purification coating 8 at the end of the horizontal drain pipe 6 will also play a role in continuing to purify the rainwater. The finally discharged rainwater will not pollute the soil, and even the discharged rainwater can be Direct recycling. The road system of the present invention has better purification effect, not only can effectively reduce pollution, but also can increase urban soil moisture content, and save water resources to the greatest extent.

最后应说明的是:以上实施例仅用以说明本发明的技术方案,而非对其限制;本领域的普通技术人员应当理解:其依然可以对上述实施例所记载的技术方案进行修改,或者对其中部分技术特征进行等同替换;而这些修改或者替换,并不使相应技术方案的本质脱离本发明各实施例技术方案的精神和范围。Finally, it should be noted that: the above embodiments are only used to illustrate the technical solutions of the present invention, rather than to limit them; those of ordinary skill in the art should understand that they can still modify the technical solutions described in the above embodiments, or Some of the technical features are equivalently replaced; and these modifications or replacements do not make the essence of the corresponding technical solutions deviate from the spirit and scope of the technical solutions of the various embodiments of the present invention.

Claims (7)

1. A road system with multilayer water purification structure, includes OGFC surface course and horizontal drain pipe (6) of the superiors, its characterized in that: the OGFC surface layer is sequentially provided with a graded crushed stone layer (3), a purified water sand cushion layer (5), a transverse drain pipe (6) and a soil compacting layer (7) from the OGFC surface layer to the bottom; and an active carbon net (4) is paved inside the water purification sand cushion layer (5).
2. The roadway system with the multilayer water purification structure of claim 1, wherein: the OGFC surface layer is divided into two layers, namely a low-porosity OGFC surface layer (1) and a high-porosity OGFC surface layer (2) from top to bottom.
3. The road system with multilayer water purification structure of claim 2, characterized in that: the small porosity OGFC surface layer (1) has the porosity of 18-21%; the porosity of the large-porosity OGFC surface layer (2) is 21-24%.
4. The roadway system with the multilayer water purification structure of claim 1, wherein: the height of the activated carbon net (4) is 1-2 cm.
5. The roadway system with the multilayer water purification structure of claim 1, wherein: the surface of the active carbon net (4) is non-planar.
6. The roadway system with the multilayer water purification structure of claim 1, wherein: and the tail end of the transverse drainage pipe (6) is coated with a clean water coating (8).
7. The roadway system with the multilayer water purification structure of claim 1, wherein: the thickness of the graded crushed stone layer (3) is 20-30 cm.
CN201920092724.1U 2019-01-21 2019-01-21 Road system with multilayer water purification structure Expired - Fee Related CN209798473U (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109706815A (en) * 2019-01-21 2019-05-03 济南城建集团有限公司 A kind of roadnet with multilayer water purification structure

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109706815A (en) * 2019-01-21 2019-05-03 济南城建集团有限公司 A kind of roadnet with multilayer water purification structure
CN109706815B (en) * 2019-01-21 2024-09-27 济南城建集团有限公司 Road system with multilayer water purification structure

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