CN205857361U - A kind of Multifunctional rain conversion well - Google Patents
A kind of Multifunctional rain conversion well Download PDFInfo
- Publication number
- CN205857361U CN205857361U CN201620690841.4U CN201620690841U CN205857361U CN 205857361 U CN205857361 U CN 205857361U CN 201620690841 U CN201620690841 U CN 201620690841U CN 205857361 U CN205857361 U CN 205857361U
- Authority
- CN
- China
- Prior art keywords
- rainwater
- well
- overflow weir
- pipe
- conversion
- 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
- 238000006243 chemical reaction Methods 0.000 title claims abstract description 31
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 22
- 229910000831 Steel Inorganic materials 0.000 claims description 11
- 239000010959 steel Substances 0.000 claims description 11
- 239000010865 sewage Substances 0.000 claims description 9
- 238000012423 maintenance Methods 0.000 claims description 8
- 230000001737 promoting effect Effects 0.000 abstract 1
- 238000007726 management method Methods 0.000 description 5
- 238000010586 diagram Methods 0.000 description 2
- 238000007689 inspection Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 230000001133 acceleration Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000006866 deterioration Effects 0.000 description 1
- 230000008595 infiltration Effects 0.000 description 1
- 238000001764 infiltration Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000004064 recycling Methods 0.000 description 1
Landscapes
- Sewage (AREA)
Abstract
本实用新型涉及了一种多功能雨水转换井,包括转换井侧壁、初期弃流井、第一溢流堰、第二溢流堰、第三溢流堰,所述转换井侧壁分别设置多功能雨水井进水管、蓄水池进水管、小流量直排市政雨水管、直排市政雨水管、原水池进水管,所述第一溢流堰、第二溢流堰、第三溢流堰的高度依次递增,用于控制雨水的流向。本实用新型将雨水调蓄和收集回用整合在一起,节约了用地面积;靠溢流堰的高度来控制雨水的流向,降雨量小时不进入蓄水池,节约了排空的费用,运行费用低,管理简单,适合推广使用。
The utility model relates to a multifunctional rainwater conversion well, which comprises a side wall of the conversion well, an initial abandonment well, a first overflow weir, a second overflow weir and a third overflow weir, and the side walls of the conversion well are respectively arranged Multifunctional rainwater well inlet pipe, water reservoir inlet pipe, small flow direct discharge municipal rainwater pipe, direct discharge municipal rainwater pipe, raw water pool inlet pipe, the first overflow weir, the second overflow weir, and the third overflow weir The height increases sequentially to control the flow of rainwater. The utility model integrates rainwater regulation and storage, collection and reuse, which saves land area; the flow direction of rainwater is controlled by the height of the overflow weir, and the rainfall does not enter the storage pool when the rainfall is small, which saves the cost of emptying and operating costs Low, simple management, suitable for promotional use.
Description
技术领域technical field
本实用新型涉及建筑给水排水技术领域,具体的说是一种多功能雨水转换井。The utility model relates to the technical field of building water supply and drainage, in particular to a multifunctional rainwater conversion well.
背景技术Background technique
随着城市化进程的加快和居住水平的提高, 城市暴雨径流产生洪涝灾害、恶化水体质量的危害日益明显;另一方面, 雨水是重要的资源, 适当回用可解决城市发展过程中水资源短缺的问题。雨水回用包括雨水入渗、收集回用和调蓄排放等方面。成都市规划管理技术规定(2014):新建建设项目应配建地下蓄水池,用以调节极端天气下的雨水出流量、防涝及雨水资源再生利用。现有技术中,雨水利用系统功能比较单一,而且维护管理比较麻烦,运行费用高。With the acceleration of urbanization and the improvement of living standards, the hazards of flood disasters caused by urban rainstorm runoff and the deterioration of water quality are becoming more and more obvious; on the other hand, rainwater is an important resource, and proper reuse can solve the shortage of water resources in the process of urban development. The problem. Rainwater reuse includes rainwater infiltration, collection and reuse, regulation, storage and discharge. Chengdu City Planning and Management Technical Regulations (2014): New construction projects should be equipped with underground storage tanks to adjust the outflow of rainwater under extreme weather, prevent waterlogging and recycle rainwater resources. In the prior art, the function of the rainwater utilization system is relatively single, and the maintenance and management are relatively troublesome, and the operation cost is high.
实用新型内容Utility model content
为解决现有雨水调蓄回用系统占地大、管理复杂、运行费用高的问题,本实用新型提供一种具有集雨水调蓄与回用于一体、运行费用底、管理简单的多功能雨水转换井。In order to solve the problems of large land occupation, complex management and high operating costs of the existing rainwater storage and reuse system, the utility model provides a multi-functional rainwater system that integrates rainwater storage and recycling, low operating costs, and simple management. Convert well.
本实用新型提供的多功能雨水转换井是通过以下技术方案实现的:The multifunctional rainwater conversion well provided by the utility model is realized through the following technical solutions:
一种多功能雨水转换井,其特征在于:包括转换井侧壁、初期弃流井、第一溢流堰、第二溢流堰、第三溢流堰,所述转换井侧壁分别设置多功能雨水井进水管、蓄水池进水管、小流量直排市政雨水管、直排市政雨水管、原水池进水管,所述第一溢流堰、第二溢流堰、第三溢流堰的高度依次递增,用于控制雨水的流向,所述初期弃流井连通多功能雨水井进水管,所述第二溢流堰与雨水转换井侧壁形成的水池与蓄水池进水管、小流量直排市政雨水管连通,所述第三溢流堰与雨水转换井侧壁形成的水池与直排市政雨水管连通,所述第一溢流堰、第二溢流堰、第三溢流堰与雨水转换井侧壁形成的水池与原水池进水管连通。A multi-functional rainwater conversion well, characterized in that it includes a side wall of the conversion well, an initial abandonment well, a first overflow weir, a second overflow weir, and a third overflow weir, and the side walls of the conversion well are respectively provided with multiple Functional rainwater well inlet pipe, water reservoir inlet pipe, small flow direct discharge municipal rainwater pipe, direct discharge municipal rainwater pipe, raw pool inlet pipe, the height of the first overflow weir, the second overflow weir, and the third overflow weir Incremental in turn, used to control the flow of rainwater, the initial abandonment well is connected to the multifunctional rainwater well inlet pipe, and the pool formed by the second overflow weir and the side wall of the rainwater conversion well It is connected with the water inlet pipe of the reservoir and the small flow direct discharge municipal rainwater pipe, and the pool formed by the third overflow weir and the side wall of the rainwater conversion well Connected with the straight municipal rainwater pipe, the pool formed by the first overflow weir, the second overflow weir, the third overflow weir and the side wall of the rainwater conversion well It is connected with the water inlet pipe of the original water pool.
所述初期弃流井内设置检修人孔、检修钢爬梯、潜污泵、钢套管、排空压力雨水管,所述初期弃流井底部设置潜污泵,所述潜污泵连通排空压力雨水管,钢套管设置在转换井侧壁内且套设在排空压力雨水管外。A maintenance manhole, a maintenance steel ladder, a submersible sewage pump, a steel casing, and an emptying pressure rainwater pipe are installed in the initial abandonment well. , the steel casing is set in the side wall of the conversion well and set outside the drain pressure rainwater pipe.
所述雨水转换井上部设置活动盖板。A movable cover plate is arranged on the upper part of the rainwater conversion well.
本实用新型的有益效果是:The beneficial effects of the utility model are:
1、由于本实用新型将雨水调蓄和收集回用整合在一起,节约了用地面积;1. Since the utility model integrates rainwater storage and collection and reuse, the land area is saved;
2、本实用新型靠溢流堰的高度来控制雨水的流向,降雨量小时不进入蓄水池,节约了排空的费用,运行费用低,管理简单,适合推广使用。2. The utility model controls the flow direction of the rainwater by the height of the overflow weir, and the rainfall does not enter the storage tank when the rainfall is small, which saves the cost of emptying, low operating cost, simple management, and is suitable for popularization and use.
附图说明Description of drawings
图1为本实用新型的平面示意图;Fig. 1 is the schematic plan view of the utility model;
图2为图1的A-Aˊ视角剖面示意图;Fig. 2 is the A-A' angle sectional schematic diagram of Fig. 1;
图3为图1的B-Bˊ视角剖面示意图;Fig. 3 is the B-B' angle sectional schematic diagram of Fig. 1;
图中所示:1-多功能雨水井进水管,2-检修人孔,3-检修钢爬梯,4-潜污泵,5-钢套管,6-排空压力雨水管,7-初期弃流井,8-蓄水池进水管,9-小流量直排市政雨水管,10-原水池进水管,11-直排市政雨水管,121-第一溢流堰,122-第二溢流堰,123-第三溢流堰,13-活动盖板,14-转换井侧壁。As shown in the figure: 1- multifunctional rainwater well inlet pipe, 2- maintenance manhole, 3- maintenance steel ladder, 4- submersible sewage pump, 5- steel casing, 6- emptying pressure rainwater pipe, 7- initial abandonment Well, 8-Reservoir inlet pipe, 9-Small flow direct discharge municipal rainwater pipe, 10-Original pool inlet pipe, 11-Direct discharge municipal rainwater pipe, 121-First overflow weir, 122-Second overflow weir, 123 - the third overflow weir, 13 - movable cover plate, 14 - side wall of conversion well.
具体实施方式detailed description
下面将通过实施例对本实用新型的技术方案进行清楚、完整地描述,显然,所描述的实施例仅是本实用新型的一部分实施例,而不是全部的实施例。基于本实用新型中的实施例,本领域技术人员在没有做出创造性劳动前提下所获得的所有其他实施例,都属于本实用新型保护的范围。The technical solution of the utility model will be described clearly and completely through the examples below, obviously, the described embodiments are only a part of the examples of the utility model, not all of them. Based on the embodiments of the present utility model, all other embodiments obtained by those skilled in the art without creative efforts belong to the protection scope of the present utility model.
如图1至图3所示的一种多功能雨水转换井,包括转换井侧壁14、初期弃流井7、第一溢流堰121、第二溢流堰122、第三溢流堰123,所述转换井侧壁14分别设置多功能雨水井进水管1、蓄水池进水管8、小流量直排市政雨水管9、直排市政雨水管11、原水池进水管10,所述第一溢流堰121、第二溢流堰122、第三溢流堰123的高度依次递增,用于控制雨水的流向,所述初期弃流井7连通多功能雨水井进水管1,所述第二溢流堰122与雨水转换井侧壁14形成的水池与蓄水池进水管8、小流量直排市政雨水管9连通,所述第三溢流堰123与雨水转换井侧壁14形成的水池与直排市政雨水管11连通,所述第一溢流堰121、第二溢流堰122、第三溢流堰123、转换井侧壁14之间形成的水池与原水池进水管10连通。A multi-functional rainwater conversion well as shown in Figures 1 to 3, including a conversion well side wall 14, an initial abandonment well 7, a first overflow weir 121, a second overflow weir 122, and a third overflow weir 123 , the side wall 14 of the conversion well is respectively provided with a multi-functional rainwater well inlet pipe 1, a water reservoir inlet pipe 8, a small flow direct discharge municipal rainwater pipe 9, a straight discharge municipal rainwater pipe 11, and a raw water pool inlet pipe 10. The first overflow The heights of the flow weir 121, the second overflow weir 122, and the third overflow weir 123 are successively increased to control the flow direction of rainwater. The initial abandonment well 7 is connected to the multifunctional rainwater well inlet pipe 1, and the second overflow well The pool formed by the flow weir 122 and the side wall 14 of the rainwater conversion well It is connected with the water storage tank inlet pipe 8 and the small flow direct discharge municipal rainwater pipe 9, and the pool formed by the third overflow weir 123 and the side wall 14 of the rainwater conversion well Connected with the straight-line municipal rainwater pipe 11, the pool formed between the first overflow weir 121, the second overflow weir 122, the third overflow weir 123, and the side wall 14 of the conversion well It is communicated with the water inlet pipe 10 of the raw water pool.
进一步的,所述初期弃流井7内设置检修人孔2、检修钢爬梯3、潜污泵4、钢套管5、排空压力雨水管6,所述初期弃流井7底部设置潜污泵4,所述潜污泵4连通排空压力雨水管6,钢套管2设置在转换井侧壁14内且套设在排空压力雨水管6外,检修人孔2位于初期弃流井7的上部。Further, an inspection manhole 2, an inspection steel ladder 3, a submersible sewage pump 4, a steel casing 5, and an emptying pressure rainwater pipe 6 are set in the initial abandonment well 7, and a submersible sewage pump is arranged at the bottom of the initial abandonment well 7. 4. The submersible sewage pump 4 is connected to the emptying pressure rainwater pipe 6, the steel casing 2 is set in the side wall 14 of the conversion well and is sleeved outside the emptying pressure rainwater pipe 6, and the maintenance manhole 2 is located on the upper part of the initial abandonment well 7 .
进一步的,所述雨水转换井上部设置活动盖板13。Further, a movable cover plate 13 is arranged on the upper part of the rainwater conversion well.
本实用新型中,雨水进入初期弃流井7后,初期弃流井7可将初期径流的雨水储存起来,雨水中的悬浮物和杂志沉淀于池底。蓄水池进水管8和原水池进水管10标高相同(管底标高),低于多功能雨水井进水管1。蓄水池进水管8和原水池进水管10之间用第二溢流堰隔开,雨水经初期弃流井后,首先进入水池(雨水原水池),保证水池的用水来源。小流量直排市政雨水管9标高低于蓄水池进水管8,当降雨量小时,雨水可通过小流量直排市政雨水管9排入市政雨水管,避免潜污泵频繁启动,节约运行成本。当存满雨水时,收集的雨水通过直排市政雨水管11排入市政雨水管。当暴雨结束后,12小时之内将雨水排空。In the utility model, after the rainwater enters the initial runoff well 7, the initial runoff well 7 can store the rainwater of the initial runoff, and the suspended matter and magazines in the rainwater are deposited at the bottom of the pool. Reservoir inlet pipe 8 is the same elevation as raw water inlet pipe 10 (pipe bottom elevation), which is lower than multifunctional rainwater well inlet pipe 1. The water inlet pipe 8 of the reservoir and the water inlet pipe 10 of the original water pool are separated by a second overflow weir, and the rainwater first enters the pool after passing through the initial abandonment well (Rainwater Raw Pool), Guaranteed Pool source of water. The elevation of the small-flow municipal rainwater pipe 9 is lower than that of the reservoir inlet pipe 8. When the rainfall is small, the rainwater can be discharged into the municipal rainwater pipe 9 through the small-flow municipal rainwater pipe 9, so as to avoid frequent start-up of the submersible sewage pump and save operating costs. When storing full rainwater, the collected rainwater is discharged into the municipal rainwater pipe 11 by the straight row municipal rainwater pipe. When the rainstorm is over, drain the rainwater within 12 hours.
在降雨量比较小时,雨水不进入水池,等降雨结束时,通过人工控制的方式排空初期弃流井7的雨水,雨水通过管道排入市政雨水管。在降雨量较大时,雨水进入水池,起到削减洪峰的作用。带降雨结束后,12小时之内将水池的雨水排空。雨水通过管道排入市政雨水管。When the rainfall is relatively small, the rainwater does not enter the pool , when the rainfall ends, the rainwater in the initial abandonment well 7 is emptied by artificial control, and the rainwater is discharged into the municipal rainwater pipe through the pipeline. During heavy rainfall, rainwater enters the pool , play a role in reducing the flood peak. After the end of the rain, the pool should be removed within 12 hours emptying of rainwater. Rainwater is piped into municipal storm sewers.
以上所述实施例仅表示本实用新型的实施方式,其描述较为具体和详细,但并不能理解为对本实用新型范围的限制。应当指出的是,对于本领域的技术人员来说,在不脱离本实用新型构思的前提下,还可以做出若干变形和改进,这些都属于本实用新型保护范围。The above-mentioned embodiments only represent the implementation of the present utility model, and the description thereof is relatively specific and detailed, but should not be construed as limiting the scope of the present utility model. It should be pointed out that those skilled in the art can make some modifications and improvements without departing from the concept of the utility model, and these all belong to the protection scope of the utility model.
Claims (3)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620690841.4U CN205857361U (en) | 2016-07-04 | 2016-07-04 | A kind of Multifunctional rain conversion well |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620690841.4U CN205857361U (en) | 2016-07-04 | 2016-07-04 | A kind of Multifunctional rain conversion well |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205857361U true CN205857361U (en) | 2017-01-04 |
Family
ID=57645646
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620690841.4U Expired - Fee Related CN205857361U (en) | 2016-07-04 | 2016-07-04 | A kind of Multifunctional rain conversion well |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205857361U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115059148A (en) * | 2022-06-20 | 2022-09-16 | 中国市政工程西北设计研究院有限公司 | Overflow facility and method for medium-sized and large-sized water storage tank of water supply system |
| CN115748888A (en) * | 2022-11-18 | 2023-03-07 | 中建材创新科技研究院有限公司 | Rainwater collecting and utilizing system and control method thereof |
-
2016
- 2016-07-04 CN CN201620690841.4U patent/CN205857361U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115059148A (en) * | 2022-06-20 | 2022-09-16 | 中国市政工程西北设计研究院有限公司 | Overflow facility and method for medium-sized and large-sized water storage tank of water supply system |
| CN115748888A (en) * | 2022-11-18 | 2023-03-07 | 中建材创新科技研究院有限公司 | Rainwater collecting and utilizing system and control method thereof |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN201276718Y (en) | Rainwater collecting and recycling system on building roofing | |
| CN201762757U (en) | Roof rainwater utilization system | |
| CN201554061U (en) | A rainwater collection device for a building | |
| CN202227456U (en) | Rainwater collection and recycling system for environment-friendly transformer station | |
| CN103696481A (en) | Rainwater regulating, storing and recycling system | |
| CN205857361U (en) | A kind of Multifunctional rain conversion well | |
| CN205369377U (en) | Automatic abandon class, retaining, overflow integration rainwater collection system | |
| CN110093968A (en) | A kind of initial rainwater intelligence separate system | |
| CN202248219U (en) | Interception well with lever type closure valve | |
| CN103161192B (en) | A kind of Power-free rainwater collection device | |
| CN202440922U (en) | Infiltration system capable of reducing discharge intensity of house surface rainwater | |
| CN205369375U (en) | Roof rainwater's recycle system | |
| CN209339282U (en) | A kind of shunting well | |
| CN209179134U (en) | Construction site rainwater harvesting system | |
| CN202730942U (en) | Drainage ditch cover plate | |
| CN102106245A (en) | Automatic waste rainwater greening and watering device | |
| CN207794261U (en) | A kind of Integral rain solid-liquid separation system | |
| CN206646747U (en) | Building roof rainwater-collecting utilization of resources system | |
| CN202298863U (en) | Pipe network rainwater collecting cellar | |
| CN203531044U (en) | Roof rainwater recycling, purification and classified reutilization device | |
| CN201574434U (en) | Rainwater recycling device | |
| CN222666939U (en) | Tower type rainwater collecting and recycling system | |
| CN207553195U (en) | A kind of hydrocone type rain water collecting system | |
| CN206503387U (en) | A kind of new smart city BRT bus platform structures | |
| CN207392366U (en) | Modified sewerage system |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| 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: 20170104 Termination date: 20170704 |