CN202017223U - Rain collection and permeation recharging device - Google Patents
Rain collection and permeation recharging device Download PDFInfo
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- CN202017223U CN202017223U CN2011200786463U CN201120078646U CN202017223U CN 202017223 U CN202017223 U CN 202017223U CN 2011200786463 U CN2011200786463 U CN 2011200786463U CN 201120078646 U CN201120078646 U CN 201120078646U CN 202017223 U CN202017223 U CN 202017223U
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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
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Abstract
本实用新型公开了一种雨水收集渗透回灌装置,包括沉淀过滤池和至少一个渗透回灌井;所述沉淀过滤池上部设有进水口,沉淀过滤池内设有过滤层,该过滤层下部设有出水口,所述出水口与所述渗透回灌井之间通过水道贯通连接,所述渗透回灌井下部的井壁上设有渗透孔。本实用新型结构简单实用,制造成本低,利用雨水渗透和储留能够适当提高地下水位,保护生态环境,减轻城市排水系统压力;并通过在沟道内底部铺设过滤层,使雨水的水流以低流速通过,以达到二次沉淀的目的。
The utility model discloses a rainwater collection osmosis recharge device, which comprises a sedimentation filter tank and at least one osmosis recharge well; There is a water outlet, and the water outlet is connected to the osmotic reinjection well through a water channel, and the well wall at the lower part of the osmotic reinjection well is provided with permeable holes. The utility model has the advantages of simple and practical structure, low manufacturing cost, can properly increase the underground water level by using rainwater penetration and storage, protect the ecological environment, and reduce the pressure of the urban drainage system; Through, in order to achieve the purpose of secondary precipitation.
Description
技术领域technical field
本实用新型涉及一种雨水收集装置,特别涉及一种雨水收集渗透回灌装置。The utility model relates to a rainwater collection device, in particular to a rainwater collection permeation refilling device.
背景技术Background technique
我国属于水资源贫乏的发展中国家,已被联合国列为13个水资源贫乏国家之一。我国许多城市水资源严重不足,北方城市尤为严重。城市区域硬地化改变了自然水循环的方式,使自然循环形成的地下水量大大减少。同时,随着城市化进程的不断加快,工农业建设用水量和居民生活用水量逐年增加,近年来,由于地下水的集中开采,使地下水水量急剧减少,地下水位逐年降低,沉降漏斗范围不断扩大,地质结构也发生了显著变化,不少地区甚至出现了严重的地面沉降和断裂带。由于地面沉降,造成城市排污、防洪效能降低,建筑物开裂等。my country is a developing country with poor water resources and has been listed by the United Nations as one of the 13 countries with poor water resources. Many cities in our country suffer from severe shortage of water resources, especially in northern cities. Hard land in urban areas has changed the way of natural water circulation, greatly reducing the amount of groundwater formed by natural circulation. At the same time, with the continuous acceleration of urbanization, the water consumption of industrial and agricultural construction and residential water consumption has increased year by year. In recent years, due to the intensive exploitation of groundwater, the amount of groundwater has decreased sharply, the groundwater level has decreased year by year, and the scope of the subsidence funnel has continued to expand. Significant changes have also taken place in the geological structure, and severe land subsidence and fault zones have even appeared in many areas. Due to land subsidence, urban sewage, flood control efficiency is reduced, and buildings are cracked.
就现有城市的雨水排放设施而言,布局不够合理,设施老化堵塞,不适应现代城市发展的要求,而且更重要的是其雨水排放设施的干道涵道,支管及联管均采用砖混结构,只有排放功能,即将雨水全部直接排放到江河湖泊之中排走,并没有很好地利用雨水资源,来补给入不敷出的城市地下水源。把雨水进行地下回灌是合理利用与管理雨水资源,改善生态环境的有效方法之一,我国城市雨水回灌技术的研究与应用尚属起步阶段,与社会需求尚有不小的差距。As far as the existing urban rainwater drainage facilities are concerned, the layout is not reasonable enough, the facilities are aging and clogged, and do not meet the requirements of modern urban development, and more importantly, the main road culverts, branch pipes and joint pipes of the rainwater drainage facilities all adopt brick-concrete structures , only the discharge function, that is, all the rainwater is directly discharged into the rivers and lakes, and the rainwater resources are not well used to replenish the urban groundwater sources that cannot make ends meet. Underground recharge of rainwater is one of the effective ways to rationally utilize and manage rainwater resources and improve the ecological environment. The research and application of rainwater recharge technology in cities in my country is still in its infancy, and there is still a big gap with social needs.
实用新型内容Utility model content
本实用新型的目的在于改进现有技术的缺陷,而提供一种雨水收集渗透回灌装置。该雨水收集渗透回灌装置结构简单、实用,制造成本低,应用广泛,可对收集后的雨水进行多次过滤,就地利用下渗后回补地下水。The purpose of the utility model is to improve the defects of the prior art, and provide a rainwater collection osmosis refilling device. The rainwater collection osmosis recharge device is simple in structure, practical, low in manufacturing cost, and widely used. It can filter the collected rainwater multiple times, and use infiltration to replenish groundwater on the spot.
为实现上述目的,本实用新型采用如下技术方案:In order to achieve the above object, the utility model adopts the following technical solutions:
一种雨水收集渗透回灌装置,包括沉淀过滤池和至少一个渗透回灌井;所述沉淀过滤池上部设有进水口,沉淀过滤池内设有过滤层,该过滤池下部设有出水口,该出水口与所述渗透回灌井之间通过水道贯通连接,所述渗透 回灌井下部的井壁上设有渗透孔。A rainwater collection osmosis recharge device, including a sedimentation filter tank and at least one osmosis recharge well; the upper part of the sedimentation filter tank is provided with a water inlet, the sedimentation filter tank is provided with a filter layer, and the lower part of the filter tank is provided with a water outlet. The water outlet and the permeation reinjection well are connected through water channels, and the well wall at the bottom of the permeation reinjection well is provided with permeation holes.
进一步的,所述沉淀过滤池的进水口处设有雨水箅。Further, a rainwater grate is provided at the water inlet of the sedimentation filter tank.
进一步的,所述沉淀过滤池的出水口处设有条缝过滤片。Further, a slit filter is provided at the water outlet of the sedimentation filter tank.
进一步的,所述沟道内底部铺设有过滤层。Further, a filter layer is laid on the inner bottom of the trench.
进一步的,所述水道为矩形剖面。Further, the water channel has a rectangular section.
进一步的,所述多个渗透回灌井呈梅花形布置,且各渗透回灌井之间通过水道贯通连接。Further, the plurality of seepage reinjection wells are arranged in a quincunx shape, and the seepage reinjection wells are connected through water channels.
进一步的,所述渗透回灌井采用无砂混凝土滤水管或PVC开孔塑料管。Further, the infiltration and reinjection well adopts sand-free concrete filter pipe or PVC perforated plastic pipe.
进一步的,所述沉淀过滤池和沟道内所设有的过滤层材料为砾石、陶粒、粗砂中的一种或两种以上的混合物。Further, the material of the filter layer provided in the sedimentation filter tank and the channel is one or a mixture of two or more of gravel, ceramsite and coarse sand.
本实用新型的工作原理是:The working principle of the utility model is:
雨水经过雨水箅进入沉淀过滤池,该雨水经过沉淀过滤池内设有的过滤层过滤后,通过水道流到渗透回灌井中,而后经过渗透回灌井井壁上所设的渗透孔渗透回灌到地下,达到补充地下水的目的。The rainwater enters the sedimentation filter tank through the rainwater grate. After being filtered by the filter layer in the sedimentation filter tank, the rainwater flows into the infiltration recharge well through the water channel, and then infiltrates and recharges through the permeation hole set on the wall of the infiltration recharge well. Underground to achieve the purpose of supplementing groundwater.
本实用新型与现有产品相比,具有如下积极有益的效果:Compared with existing products, the utility model has the following positive and beneficial effects:
1、利用雨水渗透和储留能够适当提高地下水位,补充地下水的涵养量,有效控制海水入侵、地面沉降等,保护生态环境。1. The use of rainwater infiltration and storage can properly increase the groundwater level, supplement the conservation of groundwater, effectively control seawater intrusion, land subsidence, etc., and protect the ecological environment.
2、将雨水就地收集、就地利用或下渗后回补地下水,可有效地减小城市的雨洪径流量,从总量上减少排入市政管网的水量,节省工程投资,还可以延滞汇流时间,减轻城市防洪压力,防止因城市排涝设施不足而导致的城市洪涝灾害的发生,减少防洪投资和洪灾损失。2. Collecting rainwater on the spot, using it on the spot or replenishing the groundwater after infiltration can effectively reduce the urban stormwater runoff, reduce the total amount of water discharged into the municipal pipe network, and save engineering investment. Delay the time of confluence, reduce the pressure of urban flood control, prevent the occurrence of urban flood disasters caused by insufficient urban drainage facilities, and reduce flood control investment and flood losses.
3、改善区域生态环境,将雨水就地收集回补地下水,可维持河川、湖泊水量,有效改善区域生态环境。3. To improve the regional ecological environment, collect rainwater locally to replenish groundwater, which can maintain the water volume of rivers and lakes and effectively improve the regional ecological environment.
4、通过在沟道内底部铺设过滤层,使雨水的水流以低流速通过,以达到二次沉淀的目的。4. By laying a filter layer at the bottom of the ditch, the rainwater flow can pass through at a low flow rate to achieve the purpose of secondary precipitation.
5、结构简单实用,制造成本低,应用广泛,可对雨水进行多次过滤处理,解决了现有设施老化后会产生的堵塞问题。5. The structure is simple and practical, the manufacturing cost is low, and the application is extensive. The rainwater can be filtered for many times, and the problem of blockage caused by the aging of the existing facilities is solved.
附图说明Description of drawings
图1为本实用新型整体结构俯视示意图。Figure 1 is a schematic top view of the overall structure of the utility model.
图2为本实用新型整体结构侧视示意图。Fig. 2 is a schematic side view of the overall structure of the utility model.
图3为本实用新型水道剖视图。Fig. 3 is a sectional view of the utility model waterway.
具体实施方式Detailed ways
下面结合附图说明本实用新型的具体实施方式。The specific embodiment of the utility model is described below in conjunction with accompanying drawing.
如图1、2、3所示,一种雨水收集渗透回灌装置设于地面4下,其包括沉淀过滤池1和一个呈梅花形布置的多个渗透回灌井2;所述沉淀过滤池1上部设有进水口11,该进水口11上盖有雨水箅12,沉淀过滤池1内设有过滤层13,该过滤层13下部设有出水口14,所述出水口14与所述渗透回灌井2之间通过水道3贯通连接,且多个呈梅花形布置渗透回灌井2之间也分别通过水道3贯通连接;所述渗透回灌井2下部的井壁上设有渗透孔21。As shown in Figures 1, 2, and 3, a rainwater collection infiltration recharge device is located under the
所述沉淀过滤池1的出水口14处设有条缝过滤片15;The
所述渗透回灌井2采用无砂混凝土滤水管;The infiltration and reinjection well 2 adopts a sandless concrete filter pipe;
所述水道3内底部铺设有过滤层31;A
所述沉淀过滤池1和水道3所设有的过滤层13、31材料为砾石。The material of the filter layers 13 and 31 provided in the
实施例2:Example 2:
本实施例与实施例1的区别在于:所述渗透回灌井2采用PVC开孔塑料管,所述沉淀过滤池1和水道3所设有的过滤层13、31材料为粗砂。The difference between the present embodiment and the
实施例3:Example 3:
本实施例与实施例1或2的区别在于:所述渗透回灌井2采用PVC开孔塑料管,所述沉淀过滤池1和水道3所设有的过滤层13、31材料为砾石、陶粒和粗砂的混合物。The difference between this embodiment and
综上所述,本实用新型所述的实施方式仅提供一种最佳的实施方式,本实用新型的技术内容及技术特点已揭示如上,然而熟悉本项技术的人士仍可能基于本实用新型所揭示的内容而作各种不背离本发明创作精神的替换及修饰;因此,本实用新型的保护范围不限于实施例所揭示的技术内容,故凡依本实用新型的形状、构造及原理所做的等效变化,均涵盖在本实用新型的保护范围内。To sum up, the embodiment described in this utility model only provides a kind of optimal implementation mode, and the technical content and technical characteristics of this utility model have been disclosed as above, but those who are familiar with this technology may still be based on this utility model. According to the disclosed content, various replacements and modifications are made without departing from the creative spirit of the present invention; The equivalent changes are all covered within the protection scope of the present utility model.
Claims (8)
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| CN2011200786463U CN202017223U (en) | 2011-03-23 | 2011-03-23 | Rain collection and permeation recharging device |
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Cited By (18)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102518114A (en) * | 2012-01-08 | 2012-06-27 | 吉林大学 | Groundwater recharge and infiltration promoting method |
| CN102561452A (en) * | 2012-02-21 | 2012-07-11 | 日照市东兴城市配套设备有限公司 | Rainwater utilization ecological pool |
| CN103147485A (en) * | 2013-03-28 | 2013-06-12 | 四川大学 | Device for pouring roof rainwater into underground water |
| CN104328836A (en) * | 2014-11-24 | 2015-02-04 | 中交第二公路勘察设计研究院有限公司 | Environmental prefabricated double-tank deep hole-type drainage shaft and construction method thereof |
| CN104532941A (en) * | 2014-12-18 | 2015-04-22 | 翟新领 | Negative well digging method used for drainage of stagnant water |
| CN104652527A (en) * | 2015-02-05 | 2015-05-27 | 黄河水利职业技术学院 | Urban rainwater collection and underground water replenishing pile |
| CN105696688A (en) * | 2016-01-21 | 2016-06-22 | 大连久鼎祥瑞特种工程技术研究院有限公司 | Rapid collecting and conveying system of urban road or surface layer rainwater |
| CN105714927A (en) * | 2016-03-31 | 2016-06-29 | 大连久鼎祥瑞特种工程技术研究院有限公司 | Assembling type filter layer technique |
| CN106049602A (en) * | 2016-08-04 | 2016-10-26 | 北京良乡蓝鑫水利工程设计有限公司 | Roof rainwater storage seepage utilization system |
| CN106436820A (en) * | 2016-11-28 | 2017-02-22 | 管丽环境技术(上海)有限公司 | Rainwater seepage and drainage equipment for municipal administration and installing method thereof |
| CN107460938A (en) * | 2016-06-02 | 2017-12-12 | 浙江省城乡规划设计研究院 | A kind of osmosis type roads rain inlet with secondary heavy mud function |
| CN109607627A (en) * | 2018-09-08 | 2019-04-12 | 福州百特节能科技有限公司 | Contaminated well positive pressure trickle irrigation squeezes repairing method |
| CN110565738A (en) * | 2019-09-18 | 2019-12-13 | 山东省水利科学研究院 | Utilize corridor formula groundwater recharge system that catchments of rainfall flood resource |
| CN110616772A (en) * | 2019-09-11 | 2019-12-27 | 张沙莎 | Recharge system for rainwater storage and monitoring and construction method of recharge system |
| CN110735468A (en) * | 2019-11-21 | 2020-01-31 | 山东省水利科学研究院 | underground water cross-flow supply recharging system combined with irrigation channels and irrigation wells |
| CN111945818A (en) * | 2019-05-17 | 2020-11-17 | 江苏省地质工程勘察院 | Embedded recharging well and recharging system suitable for sponge city |
| CN114232755A (en) * | 2021-12-31 | 2022-03-25 | 河北恒祯新能源科技有限公司 | Urban inland inundation seepage and drainage unit |
| CN115478584A (en) * | 2022-09-22 | 2022-12-16 | 山东电力工程咨询院有限公司 | Initial rainwater recharge device, system and design method |
-
2011
- 2011-03-23 CN CN2011200786463U patent/CN202017223U/en not_active Expired - Fee Related
Cited By (21)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102518114A (en) * | 2012-01-08 | 2012-06-27 | 吉林大学 | Groundwater recharge and infiltration promoting method |
| CN102561452A (en) * | 2012-02-21 | 2012-07-11 | 日照市东兴城市配套设备有限公司 | Rainwater utilization ecological pool |
| CN103147485A (en) * | 2013-03-28 | 2013-06-12 | 四川大学 | Device for pouring roof rainwater into underground water |
| CN104328836A (en) * | 2014-11-24 | 2015-02-04 | 中交第二公路勘察设计研究院有限公司 | Environmental prefabricated double-tank deep hole-type drainage shaft and construction method thereof |
| CN104532941A (en) * | 2014-12-18 | 2015-04-22 | 翟新领 | Negative well digging method used for drainage of stagnant water |
| CN104532941B (en) * | 2014-12-18 | 2016-06-01 | 翟新领 | For the negative well well-digging method drained flooded fields |
| CN104652527A (en) * | 2015-02-05 | 2015-05-27 | 黄河水利职业技术学院 | Urban rainwater collection and underground water replenishing pile |
| CN105696688A (en) * | 2016-01-21 | 2016-06-22 | 大连久鼎祥瑞特种工程技术研究院有限公司 | Rapid collecting and conveying system of urban road or surface layer rainwater |
| CN105714927A (en) * | 2016-03-31 | 2016-06-29 | 大连久鼎祥瑞特种工程技术研究院有限公司 | Assembling type filter layer technique |
| CN107460938A (en) * | 2016-06-02 | 2017-12-12 | 浙江省城乡规划设计研究院 | A kind of osmosis type roads rain inlet with secondary heavy mud function |
| CN106049602A (en) * | 2016-08-04 | 2016-10-26 | 北京良乡蓝鑫水利工程设计有限公司 | Roof rainwater storage seepage utilization system |
| CN106436820A (en) * | 2016-11-28 | 2017-02-22 | 管丽环境技术(上海)有限公司 | Rainwater seepage and drainage equipment for municipal administration and installing method thereof |
| CN109607627A (en) * | 2018-09-08 | 2019-04-12 | 福州百特节能科技有限公司 | Contaminated well positive pressure trickle irrigation squeezes repairing method |
| CN111945818A (en) * | 2019-05-17 | 2020-11-17 | 江苏省地质工程勘察院 | Embedded recharging well and recharging system suitable for sponge city |
| CN110616772A (en) * | 2019-09-11 | 2019-12-27 | 张沙莎 | Recharge system for rainwater storage and monitoring and construction method of recharge system |
| CN110616772B (en) * | 2019-09-11 | 2020-11-03 | 张沙莎 | Recharge system for rainwater storage and monitoring and construction method of recharge system |
| CN110565738A (en) * | 2019-09-18 | 2019-12-13 | 山东省水利科学研究院 | Utilize corridor formula groundwater recharge system that catchments of rainfall flood resource |
| CN110735468A (en) * | 2019-11-21 | 2020-01-31 | 山东省水利科学研究院 | underground water cross-flow supply recharging system combined with irrigation channels and irrigation wells |
| CN114232755A (en) * | 2021-12-31 | 2022-03-25 | 河北恒祯新能源科技有限公司 | Urban inland inundation seepage and drainage unit |
| CN114232755B (en) * | 2021-12-31 | 2024-11-08 | 河北恒祯新能源科技有限公司 | Urban waterlogging drainage unit |
| CN115478584A (en) * | 2022-09-22 | 2022-12-16 | 山东电力工程咨询院有限公司 | Initial rainwater recharge device, system and design method |
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