CN100546692C - Sewage treatment device containing solid impurities - Google Patents
Sewage treatment device containing solid impurities Download PDFInfo
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- CN100546692C CN100546692C CNB2007100244650A CN200710024465A CN100546692C CN 100546692 C CN100546692 C CN 100546692C CN B2007100244650 A CNB2007100244650 A CN B2007100244650A CN 200710024465 A CN200710024465 A CN 200710024465A CN 100546692 C CN100546692 C CN 100546692C
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Abstract
Description
技术领域 technical field
本发明为一种污水处理设备,具体地说是一种对生产及生活污水进行净化处理的设备,适合各种仅含固态杂质污水的净化处理。The present invention is a kind of sewage treatment equipment, specifically a kind of equipment for purification treatment of production and domestic sewage, which is suitable for the purification treatment of all kinds of sewage containing only solid impurities.
背景技术 Background technique
现有的针对固态杂质污水处理的方式单一,主要以各种方式的沉淀池(浓缩池等)为支持。The existing methods for treating sewage with solid impurities are single, and are mainly supported by various types of sedimentation tanks (concentration tanks, etc.).
现有的各种沉淀池均存在以下问题:首先是占地面积大、建设成本高,不适合小型的生产企业进行规模化污水处理;其次是对沉淀物的处理较复杂,占地面积也大,不能及时进行合理处理;其三是(浓缩池等)操作复杂,需要机械设备不间断进行清理操作。The existing various sedimentation tanks have the following problems: firstly, they occupy a large area and have high construction costs, which are not suitable for small-scale production enterprises to carry out large-scale sewage treatment; secondly, the treatment of sediments is more complicated and occupies a large area , can not be processed reasonably in time; the third is that the (concentration pool, etc.) operation is complicated, and mechanical equipment is required to clean up continuously.
发明内容 Contents of the invention
本发明的目的是克服现有技术中存在的不足,提供一套占地面积小、投建成本低、排污处理合理、操作简单且无需外部机械清理的含固体杂质的污水处理器。The purpose of the present invention is to overcome the deficiencies in the prior art, and provide a set of solid-impurity sewage treatment with small footprint, low construction cost, reasonable sewage treatment, simple operation and no need for external mechanical cleaning.
按照发明提供的技术方案,在筒状沉降装置的底部设置固体杂质的收集区,在该收集区上设有排料口,筒状沉降装置的中部设有与收集区连接的主沉降区,在主沉降区的内壁面设有若干竖直状的稳定隔板,筒状沉降装置的上部设有溢流沉降区,在溢流沉降区内开设若干溢流槽,在溢流槽的底部之间设有将相邻的溢流槽连通的连通管,该连通管与设置在溢流沉降区外壁的排液口相连接,进液管的进口端与外界的污水管相连,进液管的出口端插在主沉降区内。According to the technical scheme provided by the invention, a collection area for solid impurities is provided at the bottom of the cylindrical settling device, a discharge port is provided on the collecting area, and a main settling area connected with the collecting area is provided in the middle of the cylindrical settling device. The inner wall of the main settlement area is provided with a number of vertical stable partitions, and the upper part of the cylindrical settlement device is provided with an overflow settlement area, and a number of overflow tanks are set in the overflow settlement area. There is a connecting pipe connecting adjacent overflow tanks, the connecting pipe is connected with the liquid discharge port arranged on the outer wall of the overflow settlement area, the inlet end of the liquid inlet pipe is connected with the external sewage pipe, and the outlet of the liquid inlet pipe The end is inserted in the main settlement area.
收集区呈倒锥形,在其底部设有排料口。溢流沉降区呈圆筒状,设置于溢流沉降区上部的若干个溢流槽分别为同心的套接在一起且半径逐步增大的圆筒体,此时,进液管穿过溢流沉降区的中心。在每个圆筒状的溢流槽内分别设有若干竖直状的溢流管,该溢流管的下端穿过溢流槽的底部。主沉降区呈圆筒状,稳定隔板的横断面呈同心的射线状,进液管设置在主沉降区中心位置。The collection area is in the shape of an inverted cone with a discharge opening at the bottom. The overflow settlement area is in the shape of a cylinder, and the several overflow tanks arranged on the upper part of the overflow settlement area are respectively concentric socketed cylinders with gradually increasing radii. At this time, the liquid inlet pipe passes through the overflow Center of the subsidence zone. A plurality of vertical overflow pipes are respectively arranged in each cylindrical overflow tank, and the lower ends of the overflow pipes pass through the bottom of the overflow tank. The main settling area is cylindrical, the cross-section of the stable partition is concentric and radial, and the liquid inlet pipe is set at the center of the main settling area.
在进液管下端出口的下方设有挡水板。进液管与稳定池、除油池的引流管相接,稳定池的底部设置进料管,其上部设有出料管,出料管的下方设置筛板和除油池,筛板覆盖在除油池的上方。引流管与除气池相连,除气池的导流管与进液管连通。A water baffle is arranged below the outlet at the lower end of the liquid inlet pipe. The liquid inlet pipe is connected with the drainage pipes of the stabilization tank and the degreasing tank. The feed pipe is arranged at the bottom of the stabilization tank, and the discharge pipe is arranged on the upper part. The sieve plate and the degreasing tank are arranged under the discharge pipe, and the sieve plate is covered on the Above the degreasing basin. The drainage pipe is connected with the degassing pool, and the diversion pipe of the degassing pool is connected with the liquid inlet pipe.
本发明占地面积小、投建成本低、排污处理合理、操作简单且无需外部机械清理,能将污水中的固体杂质以及油污处理干净,达到排放标准。The invention has the advantages of small floor area, low investment and construction cost, reasonable sewage treatment, simple operation and no need for external mechanical cleaning, and can clean solid impurities and oil pollution in sewage to meet discharge standards.
附图说明 Description of drawings
图1是本发明的整体结构示意图。Fig. 1 is a schematic diagram of the overall structure of the present invention.
具体实施方式 Detailed ways
如图所示:在筒状沉降装置的底部设置固体杂质的收集区15,在该收集区15上设有排料口16,筒状沉降装置的中部设有与收集区15连接的主沉降区9,在主沉降区9的内壁面设有若干竖直状的稳定隔板10,筒状沉降装置的上部设有溢流沉降区18,在溢流沉降区18内开设若干与主沉降区9连通的溢流槽11,在溢流槽11的底部之间设有将相邻的溢流槽11相互连通的连通管17,该连通管17与设置在溢流沉降区18外壁的排液口14相连接,1根进液管8的进口端与外界的污水管相连,进液管8的出口端插在主沉降区9内,最好是进液管8穿过溢流沉降区18的中心后插入主沉降区9内。As shown in the figure: a
收集区15呈倒锥形,在其底部设有排料口16。溢流沉降区18呈圆筒状,其内设置的若干个溢流槽11为同圆心的套接在一起且半径逐步增大的圆筒体,此时,进液管8穿过溢流沉降区18的中心。在每个圆筒状的溢流槽11内均设有若干竖直状的溢流管12,该溢流管12穿过溢流槽11的底部,位于溢流沉降区18的底部。主沉降区9呈圆筒状,其内壁设置的若干个稳定隔板10的横断面呈同心的射线状,进液管8设置在主沉降区9中心位置。在进液管8下端出口的下方设有挡水板20。进液管8与稳定池2、除油池5的引流管6相接,稳定池2的底部设置进料管1,其上部设有出料管3,出料管3的下方设置筛板4和除油池5,并且,筛板4覆盖在除油池5的上方。引流管6与除气池7相连,除气池7的导流管60与进液管8连通。The
工作时,污水由进料管1进入稳定池2稳定后,经出料管3溢流通过筛板4,在筛板4筛除污水中的固体颗粒后进入除油池5中,由除油池5上部的除油器5将浮在污水上面的浮油刮除,经除油池5除油后通过引流管6进入除气池7内,停留一段时间,以便混杂在污水内的空气能够逃逸,污水进行除气后已基本稳定,通过除气槽7底部的导流管60进入主系统的中心进液管8内,由中心进料管8进入主沉降区9内,主沉降区9内安装的大量稳定隔板15可以防止污水形成不稳定的旋流,使污水平稳地向上流动,在此期间,主沉降区9内的大块物料进行稳定沉降,沉降物进入到锥形的收集区15内,并在收集区15内积聚到一定的量后,通过排料口16排出。大块物料沉降后,含更细杂质的污水沿着稳定隔板10之间的通道升入缓慢溢流沉降区18内,由溢流沉降区18内的溢流管12向上引入溢流槽11内,由于缓慢溢流沉降区18由大量的溢流管12及多道溢流槽11形成超长的溢流通道,溢流流速相对极慢,在这样的环境中,污水中的细小杂质可以得到有效的沉淀,汇入主沉降区9,沉降清除杂质后的清水则进入溢流槽11,最后经溢流槽11间的连通管17流向排液口14的排出系统,完成污水处理工作。When working, the sewage enters the
Claims (6)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNB2007100244650A CN100546692C (en) | 2007-06-19 | 2007-06-19 | Sewage treatment device containing solid impurities |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNB2007100244650A CN100546692C (en) | 2007-06-19 | 2007-06-19 | Sewage treatment device containing solid impurities |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNA2007101474931A Division CN101327963A (en) | 2007-06-19 | 2007-06-19 | Multi-tube overflow gathering apparatus |
| CNA2007101474946A Division CN101327964A (en) | 2007-06-19 | 2007-06-19 | Ultralong multi-overflow chute collecting device |
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| CN101091843A CN101091843A (en) | 2007-12-26 |
| CN100546692C true CN100546692C (en) | 2009-10-07 |
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| CNB2007100244650A Expired - Fee Related CN100546692C (en) | 2007-06-19 | 2007-06-19 | Sewage treatment device containing solid impurities |
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Families Citing this family (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110156123A (en) * | 2019-05-23 | 2019-08-23 | 大湾环保科技惠州有限公司 | A kind of sewage treatment settling tank |
| CN112774879B (en) * | 2020-12-30 | 2022-08-30 | 东北石油大学 | Automatic vertical heterogeneous integration cyclone separation device of paraffin removal |
| CN113648721A (en) * | 2021-07-23 | 2021-11-16 | 安徽金星钛白(集团)有限公司 | Metatitanic acid precipitation recovery device for recovering waste liquid |
| CN115193112A (en) * | 2022-07-12 | 2022-10-18 | 山东水天缘环境科技有限公司 | A high-efficiency swirling grid type mud-water sedimentation device |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3635346A (en) * | 1970-02-24 | 1972-01-18 | Envirotech Corp | Solids separator |
| CN2030106U (en) * | 1988-04-02 | 1989-01-04 | 于忠民 | Gravity separator for solid oil and water |
| US5082560A (en) * | 1989-03-20 | 1992-01-21 | Odis Irrigation Equipment Ltd. | Method and apparatus for treating a liquid mixture |
| US5246580A (en) * | 1991-08-16 | 1993-09-21 | Hans Stedfeldt | Apparatus for separating solid particles from a liquid |
| CN1111446A (en) * | 1993-07-01 | 1995-11-08 | 南方水利服务有限公司 | Separation of liquid suspensions |
| JP2005288425A (en) * | 2004-04-02 | 2005-10-20 | Jikkan Engineering:Kk | Solid-liquid separator provided with rectangular horizontal multistage plate-type scraper |
-
2007
- 2007-06-19 CN CNB2007100244650A patent/CN100546692C/en not_active Expired - Fee Related
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3635346A (en) * | 1970-02-24 | 1972-01-18 | Envirotech Corp | Solids separator |
| CN2030106U (en) * | 1988-04-02 | 1989-01-04 | 于忠民 | Gravity separator for solid oil and water |
| US5082560A (en) * | 1989-03-20 | 1992-01-21 | Odis Irrigation Equipment Ltd. | Method and apparatus for treating a liquid mixture |
| US5246580A (en) * | 1991-08-16 | 1993-09-21 | Hans Stedfeldt | Apparatus for separating solid particles from a liquid |
| CN1111446A (en) * | 1993-07-01 | 1995-11-08 | 南方水利服务有限公司 | Separation of liquid suspensions |
| JP2005288425A (en) * | 2004-04-02 | 2005-10-20 | Jikkan Engineering:Kk | Solid-liquid separator provided with rectangular horizontal multistage plate-type scraper |
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| CN101091843A (en) | 2007-12-26 |
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Assignee: Beijing Xiaoqing Environmental Protection Engineering Co., Ltd. Assignor: Chen Yinfeng Contract record no.: 2011110000159 Denomination of invention: Treater for sewage containing solid impurity Granted publication date: 20091007 License type: Exclusive License Open date: 20071226 Record date: 20110914 |
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Granted publication date: 20091007 Termination date: 20160619 |
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