CN209779837U - Urban road inlet for stom water high efficiency cuts dirty device - Google Patents
Urban road inlet for stom water high efficiency cuts dirty device Download PDFInfo
- Publication number
- CN209779837U CN209779837U CN201920233527.7U CN201920233527U CN209779837U CN 209779837 U CN209779837 U CN 209779837U CN 201920233527 U CN201920233527 U CN 201920233527U CN 209779837 U CN209779837 U CN 209779837U
- Authority
- CN
- China
- Prior art keywords
- rainwater
- collection well
- water
- wall
- collection
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
Links
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 81
- 101100366940 Mus musculus Stom gene Proteins 0.000 title 1
- 239000013049 sediment Substances 0.000 claims abstract description 53
- 239000010802 sludge Substances 0.000 claims abstract description 31
- 239000010865 sewage Substances 0.000 claims abstract description 29
- 230000014759 maintenance of location Effects 0.000 claims abstract description 24
- 239000004576 sand Substances 0.000 claims abstract description 18
- 239000002184 metal Substances 0.000 claims description 6
- 239000004677 Nylon Substances 0.000 claims description 4
- 239000004746 geotextile Substances 0.000 claims description 4
- 229920001778 nylon Polymers 0.000 claims description 4
- 239000003344 environmental pollutant Substances 0.000 abstract description 28
- 231100000719 pollutant Toxicity 0.000 abstract description 28
- 238000005516 engineering process Methods 0.000 abstract description 19
- 239000007787 solid Substances 0.000 abstract description 15
- 239000013618 particulate matter Substances 0.000 abstract description 7
- 238000004062 sedimentation Methods 0.000 abstract description 7
- 238000009418 renovation Methods 0.000 abstract description 6
- 239000002245 particle Substances 0.000 description 12
- 238000000926 separation method Methods 0.000 description 7
- 239000000725 suspension Substances 0.000 description 6
- 230000009466 transformation Effects 0.000 description 6
- 238000009825 accumulation Methods 0.000 description 5
- 230000000694 effects Effects 0.000 description 5
- 239000002893 slag Substances 0.000 description 5
- 238000004140 cleaning Methods 0.000 description 4
- 238000010586 diagram Methods 0.000 description 3
- 238000012423 maintenance Methods 0.000 description 3
- 239000000463 material Substances 0.000 description 3
- IJGRMHOSHXDMSA-UHFFFAOYSA-N Atomic nitrogen Chemical compound N#N IJGRMHOSHXDMSA-UHFFFAOYSA-N 0.000 description 2
- 235000021190 leftovers Nutrition 0.000 description 2
- 230000035699 permeability Effects 0.000 description 2
- 235000014347 soups Nutrition 0.000 description 2
- 241000195493 Cryptophyta Species 0.000 description 1
- OAICVXFJPJFONN-UHFFFAOYSA-N Phosphorus Chemical compound [P] OAICVXFJPJFONN-UHFFFAOYSA-N 0.000 description 1
- 229920002472 Starch Polymers 0.000 description 1
- 239000002253 acid Substances 0.000 description 1
- 230000009471 action Effects 0.000 description 1
- 230000000274 adsorptive effect Effects 0.000 description 1
- 230000008901 benefit Effects 0.000 description 1
- 230000033228 biological regulation Effects 0.000 description 1
- 230000000903 blocking effect Effects 0.000 description 1
- 239000003518 caustics Substances 0.000 description 1
- 230000008859 change Effects 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 230000009977 dual effect Effects 0.000 description 1
- 230000003670 easy-to-clean Effects 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 230000007774 longterm Effects 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 244000005700 microbiome Species 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 229910052757 nitrogen Inorganic materials 0.000 description 1
- 235000019645 odor Nutrition 0.000 description 1
- 230000035515 penetration Effects 0.000 description 1
- 229910052698 phosphorus Inorganic materials 0.000 description 1
- 239000011574 phosphorus Substances 0.000 description 1
- 239000004033 plastic Substances 0.000 description 1
- 239000011148 porous material Substances 0.000 description 1
- 230000008092 positive effect Effects 0.000 description 1
- 102000004169 proteins and genes Human genes 0.000 description 1
- 108090000623 proteins and genes Proteins 0.000 description 1
- 230000008439 repair process Effects 0.000 description 1
- 230000000717 retained effect Effects 0.000 description 1
- 238000004162 soil erosion Methods 0.000 description 1
- 235000019698 starch Nutrition 0.000 description 1
- 239000008107 starch Substances 0.000 description 1
- 239000000126 substance Substances 0.000 description 1
- 239000002352 surface water Substances 0.000 description 1
- 238000005406 washing Methods 0.000 description 1
- 239000002351 wastewater Substances 0.000 description 1
- 238000003911 water pollution Methods 0.000 description 1
Landscapes
- Sewage (AREA)
Abstract
本实用新型涉及一种城市道路雨水口高效截污装置,包括收集井体、收水管;收集井体的上端安装有雨水篦子,收集井体内设有竖流沉沙装置,雨水篦子为挂篮式结构,雨水篦子为上下两段式结构,竖流沉沙装置包括从上至下设置的反射部件、泥沙截留部件、反污泥再悬浮部件,反射部件呈倒八字形结构,泥沙截留部件呈四棱锥结构,反污泥再悬浮部件呈倒四棱台结构。本实用新型将雨水口截污改造技术、竖流沉沙装置相结合的一体化装置,实现较大固体污染物和泥沙等颗粒物的双重截留。
The utility model relates to a high-efficiency sewage interception device for rainwater outlets on urban roads, which includes a collection well body and a water collection pipe; a rainwater grate is installed on the upper end of the collection well body, and a vertical flow sand sedimentation device is arranged in the collection well body, and the rainwater grate is a hanging basket type Structure, the rainwater grate is an upper and lower two-stage structure, and the vertical flow sedimentation device includes a reflective part, a sediment retention part, and an anti-sludge resuspension part arranged from top to bottom. It has a quadrangular pyramid structure, and the anti-sludge resuspension component has an inverted quadrangular truss structure. The utility model is an integrated device which combines the rainwater interception renovation technology and a vertical flow sand settling device, and realizes double interception of larger solid pollutants and silt and other particulate matter.
Description
技术领域technical field
本实用新型属于节能环保技术领域,尤其涉及一种城市道路雨水口高效截污装置。The utility model belongs to the technical field of energy saving and environmental protection, in particular to a high-efficiency sewage intercepting device for urban road rainwater outlets.
背景技术Background technique
雨水口是管道排水系统汇集地表水的设施,是城市排水系统的附属构筑物,主要由进水篦、井身及支管等组成,按照形式主要分为偏沟式、平篦式、立篦式和联合式。雨水口通常设置在街区、广场、街道交叉口和街道边沟的一定距离处,用于收集地面上的雨水,以防止雨水淹没道路造成道路或低洼地区积水而妨碍交通或者损坏道路。在道路排水体系中,雨水口不仅是城区道路雨水管网汇集雨水径流的“咽喉”,也是非点源污染物进入水环境的主要通道。道路周边习惯设计的“高绿地”冲刷产生的大量泥沙,连同路面上的部分固体污染物,未经任何拦截措施轻易地通过雨水口进入排水系统。在城市街区,特别是餐馆附近,大量剩饭剩菜、塑料袋以及其他生活垃圾堆积在雨水口附近,大量含油脂、蛋白质、淀粉的残汤剩羹等倾倒入雨水口后随着雨水直接流入城市河道湖泊等水体,对城市水体造成严重的污染。雨水口如果因垃圾堆积发生堵塞,一旦暴雨来临,排水泄洪功能将受到严重影响,造成道路积水,严重影响居民的出行和安全。因此,从源头控制进入城市排水管网的垃圾及污染物,是降低水污染和减少城市内涝现象的经济、有效手段之一。The rainwater outlet is a facility for the pipeline drainage system to collect surface water. It is an auxiliary structure of the urban drainage system. It is mainly composed of water inlet grate, well body and branch pipes. Combined. Rainwater outlets are usually set at a certain distance in blocks, squares, street intersections and street gutters to collect rainwater on the ground to prevent rainwater from flooding roads and causing water accumulation in roads or low-lying areas to hinder traffic or damage roads. In the road drainage system, the rainwater outlet is not only the "throat" for the urban road rainwater pipe network to collect rainwater runoff, but also the main channel for non-point source pollutants to enter the water environment. A large amount of sediment generated by the washing of the customarily designed "high green land" around the road, together with some solid pollutants on the road surface, easily enter the drainage system through the rainwater outlet without any interception measures. In urban blocks, especially near restaurants, a large amount of leftovers, plastic bags and other domestic garbage are piled up near the rainwater outlet, and a large amount of leftover soup and soup containing oil, protein, starch, etc. are poured into the rainwater outlet and flow directly with the rainwater Water bodies such as urban rivers and lakes have caused serious pollution to urban water bodies. If the rainwater outlet is blocked due to the accumulation of garbage, once the heavy rain comes, the drainage and flood discharge function will be seriously affected, resulting in water accumulation on the road, which will seriously affect the travel and safety of residents. Therefore, controlling the garbage and pollutants entering the urban drainage pipe network from the source is one of the economical and effective means to reduce water pollution and urban waterlogging.
传统的城市道路排水工程偏重于路面排水的安全问题,但作为城市雨水管网汇集雨水的瓶颈,大多数雨水口的设计不能有效拦截进入雨水口的污染物。而且,由于管理不善以及干旱期人为对雨水口的污染而导致的管道和雨水口堵塞降低了管网的排水能力,给城市排水带来极大压力。合理设计与建造雨水口截污设施既可以从管网源头控制径流污染物、防治水土流失,又可以防止雨水口堵塞,有效缓解城市内涝现象。长期以来,许多国家和城市都在积极探索并努力改善雨水口的结构和功能,目前的雨水截污技术主要有传统雨水口的截污改造、一体式截污雨水口和雨水口截污临时防护技术,其中传统雨水口截污改造技术和一体式截污雨水口是国内外雨水口截污技术的主要形式。雨水口截污改造技术是指不改变传统雨水口的结构,在现有雨水口中增设截污装置、以截留雨水口污染物为目的的技术。雨水口截污改造技术成本低,适用于现有城市雨水口的截污改造和新建城区雨水口的截污。虽然雨水口截污改造技术能够有效解决雨水口截污的问题,但该技术只能截留进入雨水口的较大垃圾物,对雨水径流中泥沙等颗粒物的去除受到传统雨水口结构的限制。降雨强度较大时,大部分泥沙等携带氮、磷及其他化学物质的颗粒物会直接随雨水管网进入城市水体,促进水体藻类生长,影响城市水体水质。雨水流速下降时,致使泥沙沉淀、堆积于排水管网,会污染后期较为清澈的雨水,日积月累将会导致排水系统的过水能力下降,妨碍雨水及时排除,甚至堵塞雨水口和管道,如果泥沙中含有酸性等腐蚀物质,还将缩短排水管道的使用寿命。因此,雨水径流中的泥沙等颗粒物也是雨水口截污的重要组成成分。一体式截污雨水口技术如埃塞俄比亚的“亚环路”雨水口,但不适于国内规范中规定的雨水口预埋连接管1%的坡度,而且沉沙底部会存水,造成底部清理困难,长期没有降雨可能会引发其水质变坏,以及散发恶臭等现象。Traditional urban road drainage projects focus on the safety of road surface drainage, but as the bottleneck of urban rainwater pipe network collecting rainwater, the design of most stormwater outlets cannot effectively intercept pollutants entering the stormwater outlet. Moreover, blockage of pipes and gullies caused by poor management and man-made pollution of gullies during dry periods reduces the drainage capacity of the pipe network and puts great pressure on urban drainage. Reasonable design and construction of stormwater interception facilities can not only control runoff pollutants from the source of the pipe network, prevent soil erosion, but also prevent blockage of stormwater outlets, effectively alleviating urban waterlogging. For a long time, many countries and cities have been actively exploring and working hard to improve the structure and function of stormwater outlets. The current rainwater interception technologies mainly include sewage interception transformation of traditional stormwater outlets, integrated sewage interception outlets and temporary protection for stormwater interception. Among them, the traditional stormwater interception renovation technology and integrated sewage interception stormwater outlet are the main forms of stormwater interception technology at home and abroad. The stormwater interception retrofit technology refers to the technology that does not change the structure of the traditional stormwater outlet, but adds a sewage interception device to the existing stormwater outlet for the purpose of intercepting the pollutants in the stormwater outlet. The sewage interception transformation technology of stormwater outlets is low in cost, and is suitable for the sewage interception reconstruction of existing urban stormwater outlets and the sewage interception of newly built urban stormwater outlets. Although the stormwater interception renovation technology can effectively solve the problem of stormwater interception, this technology can only intercept larger garbage entering the stormwater outlet, and the removal of sediment and other particulate matter in stormwater runoff is limited by the traditional stormwater outlet structure. When the rainfall intensity is high, most of the sediment and other particles carrying nitrogen, phosphorus and other chemical substances will directly enter the urban water body with the rainwater pipe network, promote the growth of algae in the water body, and affect the water quality of the urban water body. When the flow rate of rainwater drops, sediment will settle and accumulate in the drainage pipe network, which will pollute the relatively clear rainwater in the later stage. Over time, it will lead to a decrease in the drainage system's water-through capacity, hindering the timely drainage of rainwater, and even blocking the rainwater outlet and pipes. Sand contains acid and other corrosive substances, which will also shorten the service life of drainage pipes. Therefore, the sediment and other particulate matter in stormwater runoff is also an important component of stormwater interception. The integrated sewage interception stormwater outlet technology is like the "sub-ring road" stormwater outlet in Ethiopia, but it is not suitable for the 1% slope of the pre-buried connection pipe of the stormwater inlet specified in the domestic regulations, and water will accumulate at the bottom of the sediment, making it difficult to clean the bottom. Long-term absence of rainfall may cause its water quality to deteriorate and emit foul odors.
近年来,关于雨水口截污挂篮技术的改造技术有很多,如在截污网周围填充滤料(专利CN203741978 U)、采用双层截污挂篮(专利CN204212253 U)等。但是根据现有雨水口的结构,常规的截污挂篮技术对截污挂篮的改造分别存在排水不畅和对泥沙等颗粒物的截留效果不明显的缺陷,不能满足雨水口防汛和截留泥沙等颗粒物的双重要求。In recent years, there have been many transformation technologies for the waste water interception hanging basket technology, such as filling filter materials around the sewage interception net (patent CN203741978 U), using double-layer sewage interception hanging baskets (patent CN204212253 U), etc. However, according to the structure of the existing gullies, the transformation of the conventional sewage intercepting hanging basket technology to the sewage intercepting hanging basket has the defects of poor drainage and insignificant interception effect on sediment and other particles, which cannot meet the requirements of flood control and mud retention in the gully. Double requirements for particulate matter such as sand.
因此,为解决雨水口内颗粒污染物堆积问题,提供了一种将雨水口截污改造技术、竖流沉沙装置相结合的一体化装置,实现较大固体污染物和泥沙等颗粒物的双重截留的城市道路雨水口高效截污装置,具有重要的现实意义。Therefore, in order to solve the problem of accumulation of particulate pollutants in the gullies, an integrated device that combines the renovation technology of stormwater interception and vertical flow sedimentation devices is provided to achieve double interception of larger solid pollutants and particles such as sediment The high-efficiency sewage interception device for urban road rainwater outlets has important practical significance.
实用新型内容Utility model content
本实用新型的目的在于克服现有技术的不足,提供了一种将雨水口截污改造技术、竖流沉沙装置相结合的一体化装置,实现较大固体污染物和泥沙等颗粒物的双重截留的城市道路雨水口高效截污装置。The purpose of the utility model is to overcome the deficiencies of the prior art, and to provide an integrated device that combines the rainwater interception renovation technology and the vertical flow sedimentation device, so as to realize the double separation of larger solid pollutants and silt and other particles. High-efficiency sewage interception device for intercepted urban road storm water outlet.
本实用新型采取以下技术方案实现:The utility model adopts the following technical solutions to realize:
一种城市道路雨水口高效截污装置,包括收集井体、设于收集井体侧壁上的收水管;A high-efficiency sewage interception device for urban road rainwater outlets, comprising a collection well body and a water collection pipe arranged on the side wall of the collection well body;
所述收集井体呈上端开口下端封闭结构,所述收集井体的底部设有排渣口;The collection well has a structure with an open upper end and a closed lower end, and a slag outlet is provided at the bottom of the collection well;
所述收集井体的上端安装有雨水篦子,所述收集井体内设有竖流沉沙装置,所述雨水篦子为挂篮式结构,所述雨水篦子的侧壁上均匀开设有金属格网形成挂篮溢水口,且所述雨水篦子为上下两段式结构,所述雨水篦子的侧壁下部以及底壁上铺设有过滤层,所述竖流沉沙装置包括从上至下设置的反射部件、泥沙截留部件、反污泥再悬浮部件,所述反射部件呈倒八字形结构,所述泥沙截留部件呈四棱锥结构,所述反污泥再悬浮部件呈倒四棱台结构。The upper end of the collection well body is equipped with a rainwater grate, the body of the collection well is provided with a vertical flow sand settling device, the rainwater grate is a hanging basket structure, and the side wall of the rainwater grate is uniformly provided with a metal grid to form a The overflow port of the hanging basket, and the rainwater grate has an upper and lower two-stage structure, a filter layer is laid on the lower part of the side wall and the bottom wall of the rainwater grate, and the vertical flow sand settling device includes reflective components arranged from top to bottom . A sediment retention component and an anti-sludge resuspension component, the reflection component has an inverted splayed structure, the sediment retention component has a quadrangular pyramid structure, and the anti-sludge resuspension component has an inverted quadrangular truss structure.
优选的,所述收集井体呈上部开口下端封闭的立方体结构,所述收集井体的内壁呈多孔内壁结构。Preferably, the collection well body has a cubic structure with an open top and a closed bottom end, and the inner wall of the collection well body has a porous inner wall structure.
进一步优选的,所述反射部件包括对称设置的第一反射板、第二反射板,所述第一反射板、第二反射板的上边缘分别与收集井体内壁相固接,所述第一反射板、第二反射板与收集井体之间的倾斜角度为30~60°。Further preferably, the reflective part includes symmetrically arranged first reflective plates and second reflective plates, the upper edges of the first reflective plates and the second reflective plates are respectively affixed to the inner wall of the collection well, and the first The inclination angle between the reflection plate, the second reflection plate and the collection well body is 30-60°.
进一步优选的,所述收水管的管口位于反射部件的上方,所述收水管的管口安装于收集井体的侧壁上,且所述收水管的管口与反射部件中第一反射板、第二反射板之间的距离为0.25-0.5m。Further preferably, the nozzle of the water collection pipe is located above the reflective part, the nozzle of the water collection pipe is installed on the side wall of the collection well, and the nozzle of the water collection pipe is connected to the first reflection plate in the reflection part , The distance between the second reflecting plates is 0.25-0.5m.
进一步优选的,所述泥沙截留部件为四块第一侧板围成的四棱锥结构,所述反污泥再悬浮部件为四块第二侧板围成的倒四棱台结构,所述反污泥再悬浮部件中第二侧板的上边缘与收集井体内壁相固接,所述泥沙截留部件的下部的四个角端处分别通过支撑体与第二侧板内壁相固接。Further preferably, the sediment retention component is a square pyramid structure surrounded by four first side plates, and the anti-sludge resuspension component is an inverted square pyramid structure surrounded by four second side plates. The upper edge of the second side plate in the anti-sludge resuspension component is fixedly connected to the inner wall of the collection well, and the four corner ends of the lower part of the sediment retention component are respectively fixed to the inner wall of the second side plate through the support body .
优选的,所述过滤层为土工布、或尼龙网。Preferably, the filter layer is geotextile or nylon mesh.
本实用新型的优点和积极效果是:Advantage and positive effect of the present utility model are:
1.本实用新型是将雨水口截污改造技术、竖流沉沙装置相结合的一体化装置,旨在不影响雨水口防汛功能的前提下,实现较大固体污染物和泥沙等颗粒物的双重截留,继而净化进入雨水管网的雨水水质,减少雨水径流对城市水体的污染。1. This utility model is an integrated device that combines the sewage interception transformation technology of the rainwater outlet and the vertical flow sand settling device. Double interception, and then purify the quality of rainwater entering the rainwater pipe network, reducing the pollution of rainwater runoff to urban water bodies.
2.本实用新型中收集井体组装方便,方便后期对设备的维护、检修、更换,且底部设有排渣口,方便对泥沙进行清理。2. The collection well body in the utility model is easy to assemble, which is convenient for the maintenance, repair and replacement of the equipment in the later stage, and the bottom is provided with a slag discharge port, which is convenient for cleaning the sediment.
3.本实用新型中,收水管设置在竖流沉沙装置上方,在雨量较大时能够保证雨水直接通过收水管进入排水系统,因而不会影响雨水口的防汛功能,当收集井体内水位上升,经沉淀的清水会随收水管进入排水管网减少进入管网系统进入城市水体的的泥沙等颗粒物。3. In this utility model, the water collection pipe is arranged above the vertical flow sand settling device, which can ensure that the rainwater directly enters the drainage system through the water collection pipe when the rainfall is large, so that the flood control function of the rainwater outlet will not be affected. When the water level in the collection well rises , The settled clear water will enter the drainage pipe network with the water collection pipe to reduce the sediment and other particles entering the pipe network system and entering the urban water body.
4.本实用新型中,收集井体上端安装的雨水篦子可截留雨水径流中的较大固体污染物,对雨水中污染物起到初步截留作用,雨水篦子设计为上下两段式结构,在提高污染物的截留效率的同时保证了雨水口的过水能力,不影响其防汛功能。4. In this utility model, the rainwater grate installed on the upper end of the collection well body can intercept larger solid pollutants in the rainwater runoff, and play a preliminary role in intercepting the pollutants in the rainwater. The rainwater grate is designed as an upper and lower two-stage structure. While the interception efficiency of pollutants is guaranteed, the water passing capacity of the storm water outlet will not be affected, and its flood control function will not be affected.
5.本实用新型中,竖流沉沙装置能够实现泥沙等颗粒物的高效截留,从而起到泥水分离的作用,且停留时间短,占地面积小,适合在雨水口底部推广使用。5. In the utility model, the vertical flow desilting device can realize the efficient interception of silt and other particulate matter, thereby playing the role of mud-water separation, and has a short residence time and a small footprint, which is suitable for popularization and use at the bottom of the rainwater outlet.
附图说明Description of drawings
图1是本实用新型的立体结构示意图;Fig. 1 is the three-dimensional structure schematic diagram of the present utility model;
图2是收集井体的主视结构示意图;Fig. 2 is a schematic diagram of the front view structure of the collection well body;
图3是图2的纵向剖面结构示意图。FIG. 3 is a schematic diagram of the longitudinal section structure of FIG. 2 .
图中:1.雨水篦子、2.挂篮溢水口、3.过滤层、4.反射部件、41.第一反射板、42.第二反射板、5.泥沙截留部件、6.反污泥再悬浮部件、7.收水管、8.收集井体、9.排渣口。In the figure: 1. Rainwater grate, 2. Hanging basket overflow, 3. Filter layer, 4. Reflecting part, 41. First reflecting plate, 42. Second reflecting plate, 5. Sediment retention part, 6. Anti-pollution Mud resuspension parts, 7. Water collection pipe, 8. Collection well body, 9. Slag discharge port.
具体实施方式Detailed ways
以下将结合附图和实施例来对本实用新型的技术方案作进一步的详细描述。The technical solutions of the present utility model will be further described in detail below in conjunction with the accompanying drawings and embodiments.
如图1-3所示,一种城市道路雨水口高效截污装置,包括收集井体、设于收集井体侧壁上的收水管7;所述收集井体8呈上端开口下端封闭结构,所述收集井体8的底部设有排渣口9;所述收集井体10的上端安装有雨水篦子1,所述收集井体10内设有竖流沉沙装置,所述雨水篦子1为挂篮式结构,所述雨水篦子1的侧壁上均匀开设有金属格网形成挂篮溢水口2,且所述雨水篦子1为上下两段式结构,所述雨水篦子1的侧壁下部以及底壁上铺设有过滤层3,所述竖流沉沙装置包括从上至下设置的反射部件4、泥沙截留部件5、反污泥再悬浮部件6,所述反射部件4呈倒八字形结构,所述泥沙截留部件5呈四棱锥结构,所述反污泥再悬浮部件6呈倒四棱台结构。As shown in Figures 1-3, a high-efficiency sewage interception device for urban road rainwater outlets includes a collection well body and a water collection pipe 7 arranged on the side wall of the collection well body; the collection well body 8 has an open upper end and a closed lower end structure, The bottom of the collection well 8 is provided with a slag outlet 9; the upper end of the collection well 10 is equipped with a rainwater grate 1, and the vertical flow sand settling device is provided in the collection well 10, and the rainwater grate 1 is Hanging basket structure, the side wall of the rainwater grate 1 is evenly opened with a metal grid to form the hanging basket overflow 2, and the rainwater grate 1 is a two-stage structure, the lower part of the side wall of the rainwater grate 1 and A filter layer 3 is laid on the bottom wall, and the vertical flow desilting device includes a reflective part 4, a sediment retention part 5, and an anti-sludge resuspension part 6 arranged from top to bottom, and the reflective part 4 is in an inverted splayed shape structure, the sediment retaining part 5 has a quadrangular pyramid structure, and the anti-sludge resuspension part 6 has an inverted quadrangular truss structure.
实施例:本实用新型是将雨水口截污改造技术和竖流沉沙装置相结合的一体化装置,旨在不影响雨水口防汛功能的前提下,达到高效截留较大污染物和小颗粒固体污染物的作用,净化进入雨水管网的雨水水质,减少雨水径流对城市水体的污染。本实用新型包括收集井体,使用时将收集井体8安装于地面以下,雨水、污染物等可从收集井体8的上端开口处向下流入收集井体内,收集井体的侧壁上设有收水管7,收水管7设置在竖流沉沙装置上方,在雨量较大时能够保证雨水直接通过收水管7进入排水系统,因而不会影响雨水口的防汛功能;收集井体8的上端安装有雨水篦子1,收集井体8内设有竖流沉沙装置,通过雨水篦子1的作用,可截留雨水径流中的较大固体污染物,对雨水中污染物起到初步截留作用,然后在雨水进入管网系统之前经竖流沉沙装置截留雨水径流中的泥沙等颗粒物,随着地面雨水汇集量的增多,收集井体内水位上升,经沉淀的清水会随收水管7进入排水管网减少进入管网系统进入城市水体的的泥沙等颗粒物。其中,雨水篦子1为挂篮式结构,雨水篦子1的侧壁上均匀开设有金属格网形成挂篮溢水口2可起到渗水作用,雨水篦子1可拦截粗大固体污物,挂篮溢水口2能防止雨水篦子1堵塞而减小过流能力;为了保障截污效果,尤其是初期雨水中冲刷固体物能够被截留,且在暴雨时不会因雨水篦子1而排水不畅,可以将雨水篦子1设计为上下两段式结构,雨水篦子1的侧壁下部以及底壁上铺设有过滤层3,过滤层3的设置使得在可拦截较小污染物的前提下保证其较强的透水能力,本装置将雨水篦子1上下部进行不同规格的设计,并将中部竖流沉沙装置设置在收水管7管口的下方,在提高污染物的截留效率的同时保证了雨水口的过水能力,不影响其防汛功能;中部竖流沉沙装置能够实现泥沙等颗粒物的高效截留,且停留时间短,占地面积小,适合在雨水口底部推广使用,该装置还考虑了材料渗滤性能的设计,避免了雨水口底部积水的出现,便于后期拆卸和清理。另外,本装置中收集井体方便后期对设备的维护、更换,且收集井体底部设有排渣口9便于对收集井体内沉积的泥沙进行清理。Embodiment: The utility model is an integrated device that combines the sewage interception transformation technology of the rainwater outlet with the vertical flow sand settling device, aiming at efficiently intercepting large pollutants and small solid particles without affecting the flood control function of the rainwater outlet The role of pollutants can purify the quality of rainwater entering the rainwater pipe network and reduce the pollution of rainwater runoff to urban water bodies. The utility model includes a collection well body. When in use, the collection well body 8 is installed below the ground, and rainwater, pollutants, etc. can flow downward from the upper opening of the collection well body 8 into the collection well body. There is a water collection pipe 7, which is arranged above the vertical flow sand settling device, which can ensure that the rainwater directly enters the drainage system through the water collection pipe 7 when the rainfall is large, so that the flood control function of the rainwater outlet will not be affected; the upper end of the collection well body 8 A rainwater grate 1 is installed, and a vertical flow sand settling device is arranged in the collection well body 8. Through the effect of the rainwater grate 1, larger solid pollutants in the rainwater runoff can be intercepted, and the pollutants in the rainwater are initially retained, and then Before the rainwater enters the pipe network system, the sediment and other particles in the rainwater runoff are intercepted by the vertical flow sedimentation device. As the amount of rainwater collected on the ground increases, the water level in the collection well rises, and the settled clean water will enter the drainage pipe with the water collection pipe 7 The net reduces the sediment and other particulate matter that enters the pipe network system and enters the urban water body. Among them, the rainwater grate 1 is a hanging basket structure, and the side wall of the rainwater grate 1 is uniformly opened with a metal grid to form the overflow port 2 of the hanging basket, which can play a role in water seepage. The rainwater grate 1 can intercept coarse solid dirt, and the overflow port of the hanging basket 2. It can prevent the rainwater grate 1 from clogging and reduce the flow capacity; in order to ensure the sewage interception effect, especially the solid matter washed in the initial rainwater can be intercepted, and the rainwater grate 1 will not be drained smoothly during heavy rain, and the rainwater can be drained The grate 1 is designed as an upper and lower two-stage structure. The lower part of the side wall and the bottom wall of the rainwater grate 1 are covered with a filter layer 3. The setting of the filter layer 3 ensures its strong water permeability under the premise of intercepting small pollutants. In this device, the upper and lower parts of the rainwater grate 1 are designed with different specifications, and the vertical flow sedimentation device in the middle is arranged under the nozzle of the water collection pipe 7, which ensures the water passing capacity of the rainwater outlet while improving the interception efficiency of pollutants , does not affect its flood control function; the central vertical flow desilting device can achieve high-efficiency interception of sediment and other particulate matter, and has a short residence time and a small footprint, which is suitable for popularization and use at the bottom of the storm water outlet. The unique design avoids the accumulation of water at the bottom of the rainwater outlet, and is convenient for later disassembly and cleaning. In addition, the collection well body in the device is convenient for later maintenance and replacement of equipment, and the bottom of the collection well body is provided with a slagging outlet 9 to facilitate cleaning of sediment deposited in the collection well body.
竖流沉沙装置包括从上至下设置的反射部件4、泥沙截留部件5、反污泥再悬浮部件6,其中,反射部件4呈倒八字形结构,泥沙截留部件5呈四棱锥结构,反污泥再悬浮部件6呈倒四棱台结构,收水管7的下方设有反射部件4,反射部件4中的反射板可将收水管中的水或自雨水篦子向下流的雨水进行反射,不但可降低雨水冲击能量,而且便于污泥沿反射板重力下沉,继而达到泥水初步分离的效果,反射部件4的下方设有泥沙截留部件5,经反射部件4流下的泥水混合物向下经过泥沙截留部件5,泥沙截留部件5呈四棱锥结构,既可起到导流作用又可起到防止泥沙向上逆流的作用,泥沙截留部件5下方设有反污泥再悬浮装置6,该装置为一倒四棱台结构,经泥沙截留部件5沉淀以后的沉淀物可经泥沙截留部件5与反污泥再悬浮装置6之间的间隙流入反污泥再悬浮装置6以下,并进入到收集井体底部便于后期通过排渣口排出污泥,竖流沉沙装置可实现泥水分离作用,即当井体内水位上升时,井底的污泥在泥沙截留部件5、反污泥再悬浮部件6的阻挡下很难上浮至收水口7管口处,而经沉淀的清水会随收水管7进入排水管网减少进入管网系统进入城市水体的的泥沙等颗粒物,从而起到泥水分离的作用。The vertical flow sand settling device includes a reflection part 4, a sediment retention part 5, and an anti-sludge resuspension part 6 arranged from top to bottom, wherein the reflection part 4 has an inverted figure-eight structure, and the sediment retention part 5 has a quadrangular pyramid structure , the anti-sludge resuspension part 6 is an inverted quadrangular platform structure, and the reflection part 4 is arranged under the water collection pipe 7, and the reflection plate in the reflection part 4 can reflect the water in the water collection pipe or the rainwater flowing down from the rainwater grate , not only can reduce the impact energy of rainwater, but also facilitate the sludge to sink along the gravity of the reflection plate, and then achieve the effect of preliminary separation of mud and water. The bottom of the reflection part 4 is provided with a sediment retention part 5, and the mud-water mixture flowing down through the reflection part 4 is downward. After passing through the sediment retention unit 5, the sediment retention unit 5 has a square pyramid structure, which can not only play the role of diversion but also prevent the sediment from flowing upwards. The anti-sludge resuspension device is installed under the sediment retention unit 5. 6. The device is an inverted quadrangular truss structure, and the sediment deposited by the sediment retention unit 5 can flow into the anti-sludge re-suspension unit 6 through the gap between the sediment retention unit 5 and the anti-sludge re-suspension unit 6 below, and enter the bottom of the collection well body to facilitate the discharge of sludge through the slag outlet in the later stage. The vertical flow sedimentation device can realize the separation of mud and water. It is difficult to float up to the mouth of the water collection port 7 under the obstruction of the anti-sludge resuspension component 6, and the settled clear water will enter the drainage pipe network with the water collection pipe 7 to reduce the sediment and other particles entering the pipe network system into the urban water body, So as to play the role of mud and water separation.
本装置高效截污装置能在保证雨水口迅速有效地收集地面雨水的前提下,采用雨水口截污挂篮技术以截留雨水径流中的较大污染物,并在雨水口下部设置竖流沉沙装置以达到沉沙、雨水渗透的作用,实现较大固体污染物和泥沙等颗粒物的双重截留,在雨水篦子1、竖流沉沙装置共同作用下,不但能够有效截留雨水径流中的大固体污染物,也可以将径流中的小粒径污染物去除,减少进入管网系统进入城市水体的的泥沙等颗粒物,降低雨水管网系统的压力。本装置易于安装,便于清理和检修,且不影响雨水口的防汛功能。The high-efficiency sewage interception device of this device can use the rainwater interception hanging basket technology to intercept large pollutants in the rainwater runoff under the premise of ensuring that the rainwater can collect ground rainwater quickly and effectively, and set up a vertical flow at the lower part of the rainwater to settle sand The device can achieve the functions of sand settling and rainwater penetration, and realize the double interception of large solid pollutants and sediment and other particles. Under the combined action of the rainwater grate 1 and the vertical flow sand settling device, it can not only effectively intercept large solids in the rainwater runoff Pollutants can also remove small particle size pollutants in the runoff, reduce the sediment and other particles entering the pipe network system and enter the urban water body, and reduce the pressure of the rainwater pipe network system. The device is easy to install, easy to clean and maintain, and does not affect the flood control function of the rainwater outlet.
更进一步来讲,还可以在本实用新型中考虑,所述收集井体8呈上部开口下端封闭的立方体结构,所述收集井体8的内壁呈多孔内壁结构。本装置方便后期对设备的维护、更换和清理,收集井体8的内壁为多孔吸附性材料,截留在孔隙中的污染物经过微生物的作用可有效分解去除。需要说明的是,收集井体8的结构可以但不限于为立方体结构,还可考虑柱形、或棱柱形等结构类型,井体的结构、规格可根据所用地点的固体携带物和雨水径流强度等来确定。Furthermore, it can also be considered in the present invention that the collection well body 8 has a cubic structure with an open top and a closed bottom end, and the inner wall of the collection well body 8 has a porous inner wall structure. The device is convenient for later maintenance, replacement and cleaning of the equipment. The inner wall of the collection well body 8 is made of porous adsorptive material, and the pollutants trapped in the pores can be effectively decomposed and removed by microorganisms. It should be noted that the structure of the collection well body 8 can be, but not limited to, a cubic structure, and structural types such as columnar or prismatic shapes can also be considered. Wait to be sure.
更进一步来讲,还可以在本实用新型中考虑,所述反射部件4包括对称设置的第一反射板41、第二反射板42,所述第一反射板41、第二反射板42的上边缘分别与收集井体8内壁相固接,所述第一反射板41、第二反射板42与收集井体8之间的倾斜角度为30~60°。反射部件4位于收水管7的下方,反射部件4中的第一反射板41、第二反射板42可将收水管中的水或自收集井体开口处向下流的雨水进行反射,不但可降低雨水冲击能量,而且便于污泥沿反射板下沉,继而达到泥水初步分离的效果。Furthermore, it can also be considered in the utility model that the reflective member 4 includes a first reflective plate 41 and a second reflective plate 42 arranged symmetrically, and the upper surfaces of the first reflective plate 41 and the second reflective plate 42 are The edges are fixedly connected to the inner wall of the collection well body 8, and the inclination angle between the first reflection plate 41, the second reflection plate 42 and the collection well body 8 is 30-60°. The reflective part 4 is located below the water collection pipe 7, and the first reflector 41 and the second reflector 42 in the reflective part 4 can reflect the water in the water collection pipe or the rainwater flowing down from the opening of the collection well body, which can not only reduce the Rainwater impacts energy, and facilitates the sludge to sink along the reflector, and then achieves the effect of initial separation of mud and water.
更进一步来讲,还可以在本实用新型中考虑,所述收水管7的管口位于反射部件4的上方,所述收水管7的管口安装于收集井体8的侧壁上,且所述收水管7的管口与反射部件4中第一反射板41、第二反射板42之间的距离为0.25-0.5m。收水管7的管口位于反射部件4的上方,当雨量较大时能够保证雨水直接通过收水管7进入排水系统,因而不会影响雨水口的防汛功能,当雨量较小时,随着地面雨水汇集量的增多,收集井体内水位上升,经竖流沉沙装置沉淀的清水也会随通过收水口7进入排水管网内。Furthermore, it can also be considered in the present utility model that the mouth of the water collection pipe 7 is located above the reflector 4, and the mouth of the water collection pipe 7 is installed on the side wall of the collection well body 8, and the The distance between the mouth of the water collection pipe 7 and the first reflector 41 and the second reflector 42 in the reflector 4 is 0.25-0.5m. The mouth of the water collection pipe 7 is located above the reflector 4. When the rainfall is large, it can ensure that the rainwater directly enters the drainage system through the water collection pipe 7, so that the flood control function of the rainwater outlet will not be affected. When the rainfall is small, it will collect with the ground rainwater As the amount increases, the water level in the collection well rises, and the clear water deposited by the vertical flow desilting device will also enter the drainage pipe network through the water receiving port 7.
更进一步来讲,还可以在本实用新型中考虑,所述泥沙截留部件5为四块第一侧板围成的四棱锥结构,所述反污泥再悬浮部件6为四块第二侧板围成的倒四棱台结构,所述反污泥再悬浮部件6中第二侧板的上边缘与收集井体8内壁相固接,所述泥沙截留部件5的下部的四个角端处分别通过支撑体与第二侧板内壁相固接。泥沙截留部件5呈四棱锥结构且由四块第一侧板围设而成,四块第一侧板可对自反射部件下流的雨水起到向下导流作用,其下部为中空结构还可起到防止泥沙向上逆流的作用,泥沙截留部件5的下部的四个角端处分别通过支撑体与第二侧板内壁相固接,通过支撑体可将泥沙截留部件5与反污泥再悬浮部件6组装于一体,且泥沙可通过泥沙截留部件5与反污泥再悬浮装置6之间的间隙流入反污泥再悬浮装置6以下,自泥沙截留部件5下流的泥水可经泥沙截留部件5与反污泥再悬浮装置6之间的间隙流入反污泥再悬浮装置6以下,反污泥再悬浮部件6为四块第二侧板围成的倒四棱台结构,可防止其下方的泥沙向上逆流,即当井体内水位上升时,井底的污泥在泥沙截留部件5、反污泥再悬浮部件6的阻挡下很难上浮至收水口7管口处,污泥大部分沉积与井体底部,起到泥水分离的作用。Furthermore, it can also be considered in the utility model that the sediment retaining part 5 is a quadrangular pyramid structure surrounded by four first side plates, and the anti-sludge resuspension part 6 is four second side plates. An inverted quadrangular platform structure surrounded by plates, the upper edge of the second side plate in the anti-sludge resuspension component 6 is fixedly connected to the inner wall of the collection well body 8, and the four corners of the lower part of the sediment retention component 5 The ends are respectively fixedly connected to the inner wall of the second side plate through the support body. The sediment retaining part 5 has a quadrangular pyramid structure and is surrounded by four first side plates. The four first side plates can guide the rainwater flowing down from the reflective part downwards, and its lower part is a hollow structure. It can prevent the sediment from flowing upwards. The four corner ends of the lower part of the sediment retaining part 5 are fixedly connected to the inner wall of the second side plate through the support body, and the sediment retaining part 5 can be connected to the reverse side through the support body. The sludge resuspension part 6 is assembled in one body, and the sediment can flow into below the anti-sludge resuspension device 6 through the gap between the sediment retention part 5 and the anti-sludge re-suspension device 6, and the downstream from the sediment retention part 5 The muddy water can flow into below the anti-sludge re-suspension device 6 through the gap between the sediment retaining part 5 and the anti-sludge re-suspension device 6, and the anti-sludge re-suspension device 6 is an inverted square surrounded by four second side plates The platform structure can prevent the sediment below it from flowing upwards, that is, when the water level in the well body rises, the sludge at the bottom of the well is difficult to float up to the water receiving port 7 under the obstruction of the sediment retention component 5 and the anti-sludge resuspension component 6 At the mouth of the pipe, most of the sludge is deposited on the bottom of the well body, which plays the role of mud-water separation.
更进一步来讲,还可以在本实用新型中考虑,所述过滤层3为土工布、或尼龙网。雨水篦子1的侧壁上均匀开设有金属格网形成挂篮溢水口2,雨水篦子1的侧壁下部以及底壁上铺设有过滤层3,雨水篦子1上下部设计的规格可根据所用地点的固体携带物和雨水径流强度等来确定,收集井体周围的水分可通过挂篮溢水口2渗透至井体内,其中,雨水篦子1上的金属格网空隙不宜太小太稀疏,要有足够多的溢流孔,避免强降雨时影响过水能力,而雨水篦子1下半部分和底部的过滤层3可以但不限于为土工布、或尼龙网、或专用编织袋,可应根据各地不同条件,具体水质对象和要求开发、设计或选用适用的材质,过滤层3用于截留掉雨水径流中的较大固体杂物以及部分细小污染物、泥沙等固体污染物,需要说明的是,过滤层3的空隙亦不宜过小,防止造成堵塞,影响其透水能力。Furthermore, it can also be considered in the present utility model that the filter layer 3 is a geotextile or a nylon mesh. The side wall of the rainwater grate 1 is evenly provided with a metal grid to form the overflow port 2 of the hanging basket. The lower part of the side wall and the bottom wall of the rainwater grate 1 are covered with a filter layer 3. The design specifications of the upper and lower parts of the rainwater grate 1 can be used according to the location. Solid carrying matter and rainwater runoff intensity, etc., the water around the collection well body can penetrate into the well body through the hanging basket overflow port 2, and the metal grid gap on the rainwater grate 1 should not be too small or too sparse, there must be enough overflow hole, to avoid affecting the water passing capacity during heavy rainfall, and the filter layer 3 in the lower part of the rainwater grate 1 and the bottom can be but not limited to geotextile, or nylon net, or special woven bag, which can be used according to different conditions in various places , specific water quality objects and requirements to develop, design or select suitable materials. The filter layer 3 is used to intercept larger solid debris and some fine pollutants, sediment and other solid pollutants in the rainwater runoff. It should be noted that the filter The gap in layer 3 should not be too small to prevent clogging and affect its water permeability.
综上所述,本实用新型提供了一种将雨水口截污改造技术、竖流沉沙装置相结合的一体化装置,实现较大固体污染物和泥沙等颗粒物的双重截留的城市道路雨水口高效截污装置。In summary, the utility model provides an integrated device that combines the rainwater interception renovation technology and the vertical flow sand settling device to realize the dual interception of larger solid pollutants and sediment and other particles of urban road rainwater. High-efficiency sewage interception device.
Claims (6)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201920233527.7U CN209779837U (en) | 2019-02-25 | 2019-02-25 | Urban road inlet for stom water high efficiency cuts dirty device |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201920233527.7U CN209779837U (en) | 2019-02-25 | 2019-02-25 | Urban road inlet for stom water high efficiency cuts dirty device |
Publications (1)
Publication Number | Publication Date |
---|---|
CN209779837U true CN209779837U (en) | 2019-12-13 |
Family
ID=68795585
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201920233527.7U Expired - Fee Related CN209779837U (en) | 2019-02-25 | 2019-02-25 | Urban road inlet for stom water high efficiency cuts dirty device |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN209779837U (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN114439093A (en) * | 2021-12-24 | 2022-05-06 | 浙江亚厦装饰股份有限公司 | An anti-clogging kitchen assembled drainage structure |
-
2019
- 2019-02-25 CN CN201920233527.7U patent/CN209779837U/en not_active Expired - Fee Related
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN114439093A (en) * | 2021-12-24 | 2022-05-06 | 浙江亚厦装饰股份有限公司 | An anti-clogging kitchen assembled drainage structure |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN104005316B (en) | A curbstone with drainage and sewage interception functions | |
CN109797839B (en) | Urban road gutter inlet efficient sewage interception device and sewage interception operation method | |
CN102392486B (en) | Urban road storm runoff desanding device | |
CN202273314U (en) | Rainwater drainage well | |
CN106865642A (en) | Road rain water runoff pollution control system and its processing method | |
CN209457129U (en) | A self-closing rainwater outlet that is easy to clean | |
CN111592191A (en) | A rainwater quality treatment and reuse system under low-impact development | |
CN206109974U (en) | Bridge drainage system | |
CN209779837U (en) | Urban road inlet for stom water high efficiency cuts dirty device | |
CN207919696U (en) | Sponge urban rainwater holds and oozes clean system | |
CN206385597U (en) | A kind of rainwater-collecting processing unit | |
CN106939635B (en) | A primary filtration and storage device for elevated road rainwater | |
CN211228807U (en) | A new centrifugal type anti-clogging rainwater outlet | |
CN107119781A (en) | A kind of automatic sewage collection system of urban flood control and drainage and method | |
CN114809187B (en) | Equipment and method for graded treatment and utilization of roof rainwater | |
CN206529878U (en) | A kind of municipal drainage community storm detention tank | |
CN213173837U (en) | Municipal administration road well lid | |
CN214614472U (en) | Tertiary filterable environmental protection inlet for stom water | |
CN212561813U (en) | High-efficiency sewage intercepting gutter inlet | |
CN208072592U (en) | Side entering type precipitation cuts dirty inlet for stom water | |
CN102660990B (en) | Non-power automatic overturning type anti-blockage rain opening | |
CN203346756U (en) | Grassed ditch system suitable for oversanded runoff in mountainous city | |
CN202577560U (en) | Powerless automatic turning type anti-blockage gutter inlet | |
CN207121973U (en) | A kind of automatic sewage collection system of urban flood control and drainage | |
CN217175145U (en) | Double-layer rainwater hopper system for municipal roads |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
GR01 | Patent grant | ||
GR01 | Patent grant | ||
TR01 | Transfer of patent right | ||
TR01 | Transfer of patent right |
Effective date of registration: 20201210 Address after: 300 000 Friendship Road, Hexi District, Tianjin, No. 60 Patentee after: TIANJIN HYDRAULIC Research Institute Address before: No. 60, Youyi Road, Hexi District, Tianjin city Patentee before: TIANJIN HYDRAULIC Research Institute Patentee before: TIANJIN HUASHUI WATER ENGINEERING Co.,Ltd. |
|
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20191213 |