CN205907750U - Road surface rainwater purifies collecting system from infiltration - Google Patents
Road surface rainwater purifies collecting system from infiltration Download PDFInfo
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- CN205907750U CN205907750U CN201620929001.9U CN201620929001U CN205907750U CN 205907750 U CN205907750 U CN 205907750U CN 201620929001 U CN201620929001 U CN 201620929001U CN 205907750 U CN205907750 U CN 205907750U
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- sedimentation tank
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- rainwater
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- 230000008595 infiltration Effects 0.000 title claims 5
- 238000001764 infiltration Methods 0.000 title claims 5
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 58
- 238000004062 sedimentation Methods 0.000 claims abstract description 44
- 239000004927 clay Substances 0.000 claims description 10
- 239000004744 fabric Substances 0.000 claims description 4
- 238000001914 filtration Methods 0.000 claims description 4
- 239000007788 liquid Substances 0.000 claims description 3
- 206010016807 Fluid retention Diseases 0.000 claims 1
- 238000001556 precipitation Methods 0.000 claims 1
- 239000004576 sand Substances 0.000 claims 1
- 239000006228 supernatant Substances 0.000 claims 1
- 235000013311 vegetables Nutrition 0.000 claims 1
- 239000004746 geotextile Substances 0.000 abstract description 7
- 238000000746 purification Methods 0.000 abstract description 4
- 239000012535 impurity Substances 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 239000013049 sediment Substances 0.000 description 2
- 238000005352 clarification Methods 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 239000003673 groundwater Substances 0.000 description 1
- 238000004806 packaging method and process Methods 0.000 description 1
Classifications
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A20/00—Water conservation; Efficient water supply; Efficient water use
- Y02A20/108—Rainwater harvesting
Landscapes
- Sewage (AREA)
Abstract
本实用新提供一种路面雨水自渗透净化收集系统,解决城市硬化路面雨水难以进行收集的问题,包括低于硬化路面的长槽形集水池,集水池两侧分别设有与集水池相隔的沉淀池,沉淀池沿集水池方向布设,沉淀池的外侧设有集水口,集水口位于沉淀池的侧上方,集水口底部与沉淀池中部连通,沉淀池上与集水口相对的一侧连通集水池,集水池内填充有PP蓄水模块,PP蓄水模块上方自下至上依次铺设砾石层、土工布层、改性沙粒层、土工布层形成过滤层,沉淀池上方设有盖板,盖板与沉淀池形成密闭的空间,盖板上设有开放的溢流井,溢流井设有盖体且与外部连通,位于同侧的溢流井通过溢流管连通,本实用新型可有效对硬化路面的雨水进行收集。
The utility model provides a road surface rainwater self-permeation purification collection system, which solves the problem that rainwater on urban hardened road surfaces is difficult to collect, and includes a long groove-shaped sump lower than the hardened road surface. The sedimentation tank is arranged along the direction of the sump. The outer side of the sedimentation tank is provided with a water collection port. The water collection port is located above the side of the sedimentation tank. The bottom of the water collection port is connected to the middle of the sedimentation tank. The water collection tank is filled with PP water storage modules, and the gravel layer, geotextile layer, modified sand layer, and geotextile layer are laid in sequence from bottom to top above the PP water storage module to form a filter layer, and a cover plate is provided above the sedimentation tank. It forms a closed space with the sedimentation tank. An open overflow well is provided on the cover plate. The overflow well is provided with a cover body and communicates with the outside. The overflow well on the same side is connected through an overflow pipe. The utility model can effectively Rainwater from hardened pavement is collected.
Description
技术领域technical field
本实用新型涉及雨水收集领域,特别是涉及一种路面雨水自渗透净化收集系统。The utility model relates to the field of rainwater collection, in particular to a road surface rainwater self-permeation purification collection system.
背景技术Background technique
随着城镇化建设的快速进行,城市硬化路面越来越多,相应的城市绿地面积也越来越少,自然状态下具有涵养水源功能的绿地、湿地、沟渠等区域大部分演化为硬化路面,致使城市在面临强降水时仅能依靠市政管网排水,这样的排水方式一方面对市政管网的设计标准较高,另一方面硬化路面的雨水大多通过管道流走造成了水资源的浪费,因为对于大多的城市来说其地下水由于需要供给的人员较多,一般都是缺水的;针对上述情况,2012年我国首次提出了“海绵城市”的理念,对城市道路的建设提出了新的要求。所谓的海绵城市,是新一代的城市雨洪管理概念,是指城市在应对雨水带来的自然灾害等具有良好的弹性,能够像海绵一样具有良好的弹性,在遇到雨洪时能够较好的涵养雨水。With the rapid progress of urbanization, there are more and more urban hardened roads, and the corresponding urban green area is also less and less. Most of the green areas, wetlands, ditches and other areas with the function of water conservation in the natural state have evolved into hardened roads. As a result, the city can only rely on the municipal pipe network for drainage when facing heavy rainfall. On the one hand, this drainage method has a higher design standard for the municipal pipe network; Because for most cities, the groundwater is generally short of water due to the large number of people who need to be supplied; in view of the above situation, my country first proposed the concept of "sponge city" in 2012, and put forward new ideas for the construction of urban roads. Require. The so-called sponge city is a new generation of urban stormwater management concept, which means that the city has good elasticity in response to natural disasters brought by rainwater, and can have good elasticity like a sponge. Conservation of rainwater.
发明内容Contents of the invention
针对上述情况,为克服现有技术之缺陷,本实用新型之目的就是提供一种路面雨水自渗透净化收集系统,目的在于解决城市硬化路面雨水难以进行收集的问题。In view of the above situation, in order to overcome the defects of the prior art, the purpose of this utility model is to provide a road surface rainwater self-permeation purification collection system, the purpose is to solve the problem that hardened urban road surface rainwater is difficult to collect.
其技术方案是,包括低于硬化路面的长槽形集水池,集水池两侧分别设有与集水池相隔的沉淀池,沉淀池沿集水池方向布设,沉淀池的外侧设有集水口,集水口位于沉淀池的侧上方,集水口底部与沉淀池中部连通,沉淀池上与集水口相对的一侧连通集水池,集水池内填充有PP蓄水模块,所述的蓄水模块包设有土工布层,所述的PP蓄水模块上方自下至上依次铺设砾石层、土工布层、改性沙粒层、土工布层形成过滤层,沉淀池与集水池连通处覆盖过滤层厚度,形成沉淀池上层澄清液经过滤层进入PP蓄水模块的结构,所述的沉淀池上方设有盖板,盖板与沉淀池形成密闭的空间,盖板上设有开放的溢流井,溢流井设有盖体且与外部连通,位于同侧的溢流井通过溢流管连通。The technical solution is to include a long trough-shaped sump lower than the hardened road surface. Sedimentation tanks separated from the sump are arranged on both sides of the sump. The sedimentation tank is arranged along the direction of the sump. The water outlet is located above the side of the sedimentation tank, the bottom of the water collection port is connected to the middle of the sedimentation tank, and the side of the sedimentation tank opposite to the water collection port is connected to the water collection tank. Cloth layer, above the PP water storage module, a gravel layer, a geotextile layer, a modified sand layer, and a geotextile layer are sequentially laid from bottom to top to form a filter layer, and the connection between the sedimentation tank and the sump is covered with the thickness of the filter layer to form a sedimentation The clarified liquid in the upper layer of the pool enters the structure of the PP water storage module through the filter layer. There is a cover plate above the sedimentation tank. The cover plate and the sedimentation tank form a closed space. The cover plate is equipped with an open overflow well. The overflow well A cover is provided and communicated with the outside, and the overflow well on the same side is communicated through an overflow pipe.
所述的集水池为一上端开放的长方形槽体结构,集水池的两侧设有两横截面为梯形的沉淀池,沉淀池上端高出集水池上方边沿,沉淀池与集水池的连通处、沉淀池与集水口连通处均为间隔设置的孔状结构。The sump is a rectangular trough structure with an open upper end. Two sedimentation tanks with trapezoidal cross-sections are arranged on both sides of the sump. The upper end of the sedimentation tank is higher than the upper edge of the sump. The connection between the sedimentation tank and the water collection port is a porous structure arranged at intervals.
所述的过滤层上方覆盖有黏土层,黏土层上方种植有植被层。A clay layer is covered above the filter layer, and a vegetation layer is planted above the clay layer.
所述的沉淀池长度与集水池长度相匹配,所述的集水口为多个且相隔设置,还包括取水井,所述的取水井沿集水池长度方向相隔设置,取水井下端延伸至PP蓄水模块下方且安装有潜水型水泵,取水井上端延伸穿过滤水层和黏土层露出地表。The length of the settling tank matches the length of the sump. The sump is multiple and spaced apart. It also includes water intake wells. The water intake wells are spaced apart along the length of the sump. The lower ends of the wells extend to the PP storage tank. A submersible water pump is installed below the water module, and the upper end of the water intake well extends through the filter layer and the clay layer to expose the surface.
本实用新型可有效对硬化路面的雨水进行收集,雨水经过滤层和PP蓄水模块过滤后,雨水中大部分泥沙和杂质得到了过滤,且其设置利用硬化路面的绿化带进行设置,比较隐蔽,使用方便。The utility model can effectively collect the rainwater on the hardened road surface. After the rainwater is filtered by the filter layer and the PP water storage module, most of the sediment and impurities in the rainwater are filtered, and the setting is made by the green belt on the hardened road surface. Concealed and easy to use.
附图说明Description of drawings
图1为本实用新型设置集水口的横截面示意图。Fig. 1 is a schematic cross-sectional view of a water collecting port provided by the utility model.
图2为本实用设有取水井的横截面示意图。Fig. 2 is a schematic cross-sectional view of a water intake well provided in the utility model.
具体实施方式detailed description
以下结合附图对本实用新型的具体实施方式作进一步详细的说明。Below in conjunction with accompanying drawing, the specific embodiment of the present utility model is described in further detail.
实施例一:如图1和图2所示,一种路面雨水自渗透净化收集系统,包括低于硬化路面的长槽形集水池1,集水池1为一上端开放的长方形槽体结构,槽体的两侧壁的外侧设有独立的空腔形成沉淀池2,沉淀池2长度与集水池1长度相同,集水池1的两侧设有两横截面为梯形的沉淀池2,沉淀池2上端高出集水池1上方边沿,沉淀池2与集水池1的连通处、沉淀池2与集水口3连通处均为间隔设置的孔状结构,一是形成支撑,另一方面用于通水,集水口3为多个且相隔设置,集水池1内填充有PP蓄水模块4,所述的蓄水模块4包设有土工布层5,所述的PP蓄水模块4上方自下至上依次铺设砾石层6、土工布层5、改性沙粒层7、土工布层5形成过滤层,所述的过滤层上方覆盖有黏土层10,黏土层10上方种植有植被层,沉淀池2与集水池1连通处覆盖过滤层厚度,形成沉淀池2上层澄清液经过滤层进入PP蓄水模块4的结构,所述的沉淀池2上方设有盖板8,盖板8与沉淀池2形成密闭的空间,盖板上设有开放的溢流井9,溢流井9设有盖体且与外部连通,位于同侧的溢流井9通过溢流管连通,还包括取水井11,所述的取水井11沿集水池1长度方向相隔设置,取水井11下端延伸至PP蓄水模块4下方且安装有潜水型水泵12,取水井11上端延伸穿过滤水层和黏土层10露出地表。Embodiment 1: As shown in Figure 1 and Figure 2, a road surface rainwater self-permeation purification collection system includes a long groove-shaped sump 1 lower than the hardened road surface, the sump 1 is a rectangular groove structure with an open upper end, and the groove The outside of the two side walls of the body is provided with an independent cavity to form a sedimentation tank 2. The length of the sedimentation tank 2 is the same as that of the sump 1. The two sides of the sump 1 are provided with two trapezoidal sedimentation tanks 2. The sedimentation tank 2 The upper end is higher than the upper edge of the sump 1, the connection between the sedimentation tank 2 and the sump 1, and the connection between the sedimentation tank 2 and the water collection port 3 are all porous structures arranged at intervals, one is to form a support, and the other is used for water passage , the water collection ports 3 are multiple and arranged at intervals, the water collection tank 1 is filled with PP water storage modules 4, and the water storage modules 4 are covered with a geotextile layer 5, and the top of the PP water storage modules 4 is from bottom to top A gravel layer 6, a geotextile layer 5, a modified sand grain layer 7, and a geotextile layer 5 are successively laid to form a filter layer, the top of the filter layer is covered with a clay layer 10, and a vegetation layer is planted above the clay layer 10, and the sedimentation tank 2 The connection with the sump 1 is covered with the thickness of the filter layer to form a structure in which the clarified liquid in the upper layer of the sedimentation tank 2 enters the PP water storage module 4 through the filter layer. A cover plate 8 is provided above the sedimentation tank 2, and the cover plate 8 is connected to the sedimentation tank 2 A closed space is formed, the cover plate is provided with an open overflow well 9, the overflow well 9 is provided with a cover body and communicates with the outside, the overflow well 9 on the same side communicates through an overflow pipe, and also includes a water intake well 11, The water intake wells 11 are arranged at intervals along the length direction of the sump 1, the lower ends of the water intake wells 11 extend to the bottom of the PP water storage module 4 and a submersible water pump 12 is installed, and the upper ends of the water intake wells 11 extend through the filtered water layer and the clay layer 10 to expose the surface .
本实用新型在具体的使用时,硬化路面与绿化带相接处为路缘带,所述的集水口3设置在路缘带处,而集水池1在挖设在绿化带内,集水池1、集水口3、沉淀池2取水井11等壁体沿采用防渗透结构施工,避免储存不到雨水,当硬化路面积水时,雨水首先进入集水口3并经格栅板过滤掉体积较大的杂物,如树叶、塑料袋、包装等,携带较小杂质和大量泥沙的雨水沉淀池2,经成电池初步澄清后,上部分的澄清雨水从过滤层的侧面进进入过滤层,经过滤层的多层过滤形成对雨水的过滤,过滤后的雨水进入PP蓄水模块4和取水井11;当沉淀池2内雨水较多时,雨水漫过集水口3底部时通过溢水孔溢流进入植被层,进入植被层的雨水经植被层和黏土层10进入过滤层,重复上述过滤程序。When the utility model is in specific use, the joint between the hardened road surface and the green belt is the curb belt, the water collection port 3 is arranged at the curb belt, and the water collection pool 1 is dug in the green belt, and the water collection pool 1 , water collection port 3, sedimentation tank 2, water intake well 11 and other walls are constructed with an anti-seepage structure to prevent rainwater from being stored. When the hardened road accumulates water, the rainwater first enters the water collection port 3 and is filtered out by the grid plate. sundries, such as leaves, plastic bags, packaging, etc., carrying small impurities and a large amount of sediment in the rainwater sedimentation tank 2, after preliminary clarification by the battery, the clarified rainwater in the upper part enters the filter layer from the side of the filter layer, and passes through The multi-layer filtration of the filter layer forms the filtration of rainwater. The filtered rainwater enters the PP water storage module 4 and the water intake well 11; The vegetation layer, the rainwater entering the vegetation layer enters the filter layer through the vegetation layer and the clay layer 10, and repeats the above filtering procedure.
本实用新型可有效对硬化路面的雨水进行收集,雨水经过滤层和PP蓄水模块4过滤后,雨水中大部分泥沙和杂质得到了过滤,且其设置利用硬化路面的绿化带进行设置,比较隐蔽,使用方便。The utility model can effectively collect the rainwater on the hardened road surface. After the rainwater is filtered by the filter layer and the PP water storage module 4, most of the silt and impurities in the rainwater are filtered, and the setting is made by using the green belt on the hardened road surface. Relatively hidden and easy to use.
Claims (4)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
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| CN201620929001.9U CN205907750U (en) | 2016-08-24 | 2016-08-24 | Road surface rainwater purifies collecting system from infiltration |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620929001.9U CN205907750U (en) | 2016-08-24 | 2016-08-24 | Road surface rainwater purifies collecting system from infiltration |
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| CN201620929001.9U Expired - Fee Related CN205907750U (en) | 2016-08-24 | 2016-08-24 | Road surface rainwater purifies collecting system from infiltration |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109052651A (en) * | 2018-08-31 | 2018-12-21 | 上海应用技术大学 | A kind of multi-functional low biological gaseous-waste holdup system of influence exploitation |
| CN109452138A (en) * | 2018-12-25 | 2019-03-12 | 浙江明通建设工程有限公司 | Collection and cyclic utilization system for gardens rainwater |
| CN109680576A (en) * | 2019-01-24 | 2019-04-26 | 浙江大学建筑设计研究院有限公司 | A kind of hard road with modified permeable structure |
| CN120367267A (en) * | 2025-06-26 | 2025-07-25 | 河北省沧州生态环境监测中心 | Road surface rainwater collecting system |
-
2016
- 2016-08-24 CN CN201620929001.9U patent/CN205907750U/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109052651A (en) * | 2018-08-31 | 2018-12-21 | 上海应用技术大学 | A kind of multi-functional low biological gaseous-waste holdup system of influence exploitation |
| CN109452138A (en) * | 2018-12-25 | 2019-03-12 | 浙江明通建设工程有限公司 | Collection and cyclic utilization system for gardens rainwater |
| CN109680576A (en) * | 2019-01-24 | 2019-04-26 | 浙江大学建筑设计研究院有限公司 | A kind of hard road with modified permeable structure |
| CN120367267A (en) * | 2025-06-26 | 2025-07-25 | 河北省沧州生态环境监测中心 | Road surface rainwater collecting system |
| CN120367267B (en) * | 2025-06-26 | 2025-08-26 | 河北省沧州生态环境监测中心 | A road rainwater collection system |
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| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170125 Termination date: 20190824 |