CN201400629Y - Floor processing wastewater treatment and reuse system - Google Patents

Floor processing wastewater treatment and reuse system Download PDF

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CN201400629Y
CN201400629Y CN2009203025359U CN200920302535U CN201400629Y CN 201400629 Y CN201400629 Y CN 201400629Y CN 2009203025359 U CN2009203025359 U CN 2009203025359U CN 200920302535 U CN200920302535 U CN 200920302535U CN 201400629 Y CN201400629 Y CN 201400629Y
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tank
water
sedimentation tank
pipe
waste water
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许风刚
盛礼俊
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Hangzhou Hengda Environmental Protection Industrial Co Ltd
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    • YGENERAL 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

本实用新型涉及一种废水处理系统,尤其是涉及一种地板加工废水处理及回用系统。其主要是解决现有技术所存在的废水池的容积量较小,所处理的污水量较小,并且其在处理污泥较多的废水时,液体不容易与固体分离开来等的技术问题。本实用新型包括预曝调节池,预曝调节池上设有水泵,水泵连通有反应初沉池,反应初沉池连通有药剂槽,反应初沉池的底部设有第一沉淀区,反应初沉池上部连通有接触氧化池,接触氧化池的池内连接有生物悬浮填料,接触氧化池通过管路连接有二次沉淀池,二次沉淀池底部设有第二沉淀区,第一沉淀区与第二沉淀区都通过污泥管连接污泥干化池,二次沉淀池通过管路连通有过滤池,过滤池通过水管连接清水存储池。

Figure 200920302535

The utility model relates to a wastewater treatment system, in particular to a floor processing wastewater treatment and reuse system. It is mainly to solve the technical problems of the existing technology that the volume of the waste water pool is small, the amount of sewage treated is small, and when the waste water with a lot of sludge is treated, the liquid is not easy to separate from the solid, etc. . The utility model comprises a pre-exposure adjustment tank, on which a water pump is arranged, the water pump is connected with a reaction primary sedimentation tank, the reaction primary sedimentation tank is connected with a chemical tank, the bottom of the reaction primary sedimentation tank is provided with a first sedimentation area, and the reaction primary sedimentation tank is connected with a chemical tank. The upper part of the pool is connected with a contact oxidation tank, and the tank of the contact oxidation tank is connected with a biological suspension filler. The contact oxidation tank is connected with a secondary sedimentation tank through a pipeline, and the bottom of the secondary sedimentation tank is provided with a second sedimentation zone. The secondary sedimentation area is connected to the sludge drying tank through the sludge pipe, the secondary sedimentation tank is connected to the filter tank through the pipeline, and the filter tank is connected to the clear water storage tank through the water pipe.

Figure 200920302535

Description

地板加工废水处理及回用系统 Floor processing wastewater treatment and reuse system

技术领域 technical field

本实用新型涉及一种废水处理系统,尤其是涉及一种对地板加工废水处理及回用系统等结构的改良。The utility model relates to a waste water treatment system, in particular to an improvement on the structure of the floor processing waste water treatment and reuse system.

背景技术 Background technique

地板加工产生的废水由于具有一些生化物质,因此目前普通的废水处理方法很难处理这类废水。中国专利公开了一种组合式废水处理装置(授权公开号:CN 2374542Y),其由七个相连通的单元池组成,单元池的排列顺序是缺氧池、预曝池、初沉池、曝气池、二沉池、污泥池、生物滤池,预曝池和曝气池底部设有用于充气的空气管,曝气池中有半软性纤维填料和活性污泥,生物滤池是自下而上的进水,滤料为炉渣或纤维球。但这种废水装置的由于设置成一个矩形的区域,所处理的污水量较小,并且其在处理污泥较多的废水时,液体不容易与固体分离开来。The wastewater produced by floor processing has some biochemical substances, so the current common wastewater treatment methods are difficult to treat this type of wastewater. A Chinese patent discloses a combined wastewater treatment device (authorized publication number: CN 2374542Y), which consists of seven connected unit pools, and the sequence of the unit pools is anoxic pool, pre-aeration tank, primary sedimentation tank, exposure tank Air tanks, secondary settling tanks, sludge tanks, biological filters, air pipes for aeration are provided at the bottom of pre-aeration tanks and aeration tanks, semi-soft fiber filler and activated sludge are in the aeration tanks, and biological filters are The water is fed from bottom to top, and the filter material is slag or fiber ball. However, since this waste water device is arranged in a rectangular area, the amount of sewage treated is small, and when it treats waste water with a lot of sludge, the liquid is not easy to separate from the solid.

实用新型内容 Utility model content

本实用新型需要解决的技术问题是提供一种地板加工废水处理及回用系统,其主要是解决现有技术所存在的废水池的容积量较小,所处理的污水量较小,并且其在处理污泥较多的废水时,液体不容易与固体分离开来等的技术问题。The technical problem to be solved by the utility model is to provide a floor processing wastewater treatment and reuse system, which mainly solves the problem that the volume of the wastewater pool in the prior art is small, the amount of sewage treated is small, and its When dealing with wastewater with a lot of sludge, it is difficult to separate the liquid from the solid and other technical problems.

本实用新型的上述技术问题主要是通过下述技术方案得以解决的:The above-mentioned technical problems of the utility model are mainly solved by the following technical solutions:

本实用新型的地板加工废水处理及回用系统,包括可存放地板加工废水的预曝调节池,预曝调节池上设有水泵,其特征在于所述的水泵通过水管连通有反应初沉池,反应初沉池还通过药剂管连通有药剂槽,反应初沉池的底部设有第一沉淀区,反应初沉池上部通过集水槽连通有接触氧化池,接触氧化池的池内连接有若干生物悬浮填料,接触氧化池通过管路连接有二次沉淀池,二次沉淀池底部设有第二沉淀区,第一沉淀区与第二沉淀区都通过污泥管连接污泥干化池,二次沉淀池通过管路连通有过滤池,过滤池通过水管连接清水存储池。预曝调节池、污泥干化池、清水存储池可以埋于地下,药剂槽与水泵可以置于预曝调节池处,药剂槽内的药剂可注入到反应初沉池,反应初沉池内部的废水与药剂反应生成絮凝体,絮凝体在反应初沉池内静置沉淀,然后除去絮凝体。接触氧化池采用结构简单、操作简便的推流式结构,接触氧化池内部的生物悬浮填料,当系统运行到一段时间后,接触氧化池内将有大量的活性污泥,大部分污泥以生物膜的形式附着生长在生物悬浮填料上,用生物膜法相对来说可以用来处理浓度较高的废水,具有较强的抗冲击负荷能力。过滤池内可以设置多层过滤层,其可对水质进行净化,最后进入清水存储池的水达到了回用的标准,可以外排使用。The floor processing wastewater treatment and reuse system of the present utility model includes a pre-exposure adjustment tank capable of storing floor processing wastewater, and a water pump is arranged on the pre-exposure adjustment tank, which is characterized in that the water pump is connected to a reaction primary sedimentation tank through a water pipe, and the reaction The primary sedimentation tank is also connected with a chemical tank through a chemical pipe. The bottom of the reaction primary sedimentation tank is provided with a first sedimentation zone. The upper part of the reaction primary sedimentation tank is connected with a contact oxidation tank through a water collection tank. The tank of the contact oxidation tank is connected with a number of biological suspension fillers. , the contact oxidation tank is connected to the secondary sedimentation tank through pipelines, the second sedimentation zone is set at the bottom of the secondary sedimentation tank, the first sedimentation zone and the second sedimentation zone are connected to the sludge drying tank through the sludge pipe, and the secondary sedimentation The pool is connected with a filter pool through a pipeline, and the filter pool is connected with a clear water storage pool through a water pipe. The pre-exposure adjustment tank, sludge drying tank, and clean water storage tank can be buried underground. The chemical tank and water pump can be placed in the pre-exposure adjustment tank. The chemical in the chemical tank can be injected into the reaction primary sedimentation tank, and the reaction primary sedimentation tank The waste water reacts with the chemical to form flocs, which are left to settle in the reaction primary sedimentation tank, and then the flocs are removed. The contact oxidation tank adopts a plug-flow structure with simple structure and easy operation, and the biological suspension filler inside the contact oxidation tank. When the system runs for a period of time, there will be a large amount of activated sludge in the contact oxidation tank, most of which are formed by biofilm The form attaches to and grows on the biological suspension filler, and the biofilm method can be used to treat wastewater with a relatively high concentration, and has a strong ability to resist impact loads. Multi-layer filter layers can be set in the filter tank, which can purify the water quality, and finally the water entering the clear water storage tank has reached the reuse standard and can be used outside.

作为优选,所述的预曝调节池与接触氧化池的底部设有穿孔曝气管,穿孔曝气管通过风管连接有风机。穿孔曝气管为ABS穿孔曝气管,一方面可以对废水进行初步的氧化反应,去除废水中部分易氧化物质,另一方面通过曝气可以均化废水的水质,使废水水质能相对地保持稳定。As a preference, the bottom of the pre-aeration adjustment tank and the contact oxidation tank is provided with a perforated aeration pipe, and the perforated aeration pipe is connected with a fan through an air pipe. The perforated aeration tube is an ABS perforated aeration tube. On the one hand, it can perform a preliminary oxidation reaction on the wastewater to remove some easily oxidizable substances in the wastewater. On the other hand, it can homogenize the water quality of the wastewater through aeration, so that the quality of the wastewater can be relatively maintained Stablize.

作为优选,所述的反应初沉池的进口处设有搅拌器,搅拌器连接有电机。搅拌器可以将废水进行固液分散,重量较重的污泥则会沉淀到第一沉淀区内,重量较轻的水则会浮于上方。As a preference, a stirrer is provided at the inlet of the reaction primary sedimentation tank, and the stirrer is connected with a motor. The agitator can disperse the wastewater into solid and liquid, and the heavy sludge will settle into the first settling zone, while the light water will float on top.

作为优选,所述的生物悬浮填料成矩阵排列,其悬挂在接触氧化池内。生物悬浮填料可以排布为5~10列,每列均布有5~10个填料。As a preference, the biological suspension filler is arranged in a matrix, which is suspended in the contact oxidation tank. Biological suspension fillers can be arranged in 5~10 rows, each row has 5~10 fillers evenly distributed.

因此,本实用新型具有废水池的容积量较大,所处理的污水量较大,并且其在处理污泥较多的废水时,采用搅拌器,使得液体比较容易与固体分离开来,结构简单、合理等特点。Therefore, the utility model has a larger volume of the waste water tank and a larger amount of sewage to be treated, and when treating waste water with a lot of sludge, the agitator is used to make it easier to separate the liquid from the solid, and the structure is simple , reasonable and other characteristics.

附图说明 Description of drawings

附图1是本实用新型的一种结构示意图。Accompanying drawing 1 is a kind of structural representation of the utility model.

图中零部件、部位及编号:预曝调节池1、水泵2、水管3、反应初沉池4、药剂槽5、第一沉淀区6、集水槽7、接触氧化池8、生物悬浮填料9、二次沉淀池10、第二沉淀区11、污泥管12、污泥干化池13、过滤池14、清水存储池15、穿孔曝气管16、风管17、风机18、搅拌器19、电机20、药剂管21。Parts, parts and numbers in the figure: pre-exposure adjustment tank 1, water pump 2, water pipe 3, reaction primary sedimentation tank 4, chemical tank 5, first sedimentation zone 6, water collection tank 7, contact oxidation tank 8, biological suspension filler 9 , secondary sedimentation tank 10, second sedimentation zone 11, sludge pipe 12, sludge drying tank 13, filter tank 14, clear water storage tank 15, perforated aeration pipe 16, air duct 17, fan 18, agitator 19 , motor 20, medicament tube 21.

具体实施方式 Detailed ways

下面通过实施例,并结合附图,对本实用新型的技术方案作进一步具体的说明。The technical solutions of the present utility model will be further specifically described below through the embodiments and in conjunction with the accompanying drawings.

实施例:本例的地板加工废水处理及回用系统,如图1,有一个存放地板加工废水的预曝调节池1,预曝调节池处设有药剂槽5与水泵2,水泵的进口处通过水管3伸入预曝调节池内。水泵出口处通过水管3连接有反应初沉池4,反应初沉池4通过药剂管21连通药剂槽5。反应初沉池4的进口处设有搅拌器19,搅拌器连接电机20并由其驱动。搅拌器由转轴以及桨叶组成。反应初沉池4的下方设有第一沉淀区6,第一沉淀区6通过污泥管12连通污泥干化池13。反应初沉池4上部通过集水槽7连通有接触氧化池8,接触氧化池的池内悬挂有成矩阵排列的生物悬浮填料9,接触氧化池8与预曝调节池1的底部都设有穿孔曝气管16,穿孔曝气管通过风管17连接风机18。接触氧化池8通过管路连接有二次沉淀池10,二次沉淀池底部设有第二沉淀区11,第二沉淀区通过污泥管12连接污泥干化池13,二次沉淀池通过管路连通有过滤池14,过滤池通过水管连接清水存储池15。Embodiment: The floor processing wastewater treatment and reuse system of this example, as shown in Figure 1, has a pre-exposure adjustment tank 1 for storing floor processing wastewater. The pre-exposure adjustment tank is provided with a chemical tank 5 and a water pump 2, and the inlet of the water pump Extend into the pre-exposure adjustment tank through the water pipe 3. The outlet of the water pump is connected to the reaction primary sedimentation tank 4 through the water pipe 3, and the reaction primary sedimentation tank 4 is connected to the chemical tank 5 through the chemical pipe 21. An agitator 19 is provided at the entrance of the reaction primary sedimentation tank 4, and the agitator is connected to and driven by a motor 20. The agitator consists of a shaft and paddles. A first settling zone 6 is provided below the reaction primary settling tank 4 , and the first settling zone 6 is connected to a sludge drying tank 13 through a sludge pipe 12 . The upper part of the reaction primary sedimentation tank 4 is connected with the contact oxidation tank 8 through the sump 7, and the contact oxidation tank is suspended with a matrix of biological suspension fillers 9, and the bottom of the contact oxidation tank 8 and the pre-exposure adjustment tank 1 are equipped with perforated aeration tanks. The air pipe 16 and the perforated aeration pipe are connected to the blower fan 18 through the air pipe 17 . The contact oxidation tank 8 is connected with a secondary sedimentation tank 10 through a pipeline, and the bottom of the secondary sedimentation tank is provided with a second sedimentation zone 11, and the second sedimentation zone is connected to the sludge drying tank 13 through a sludge pipe 12, and the secondary sedimentation tank passes through The pipeline is communicated with a filter pool 14, and the filter pool is connected to a clear water storage pool 15 through a water pipe.

使用时,车间生产混合废水经收集后进入到预曝调节池1内,池底的穿孔曝气管16一方面可以对废水进行初步的氧化反应,去除废水中部分易氧化物质,另一方面通过曝气可以均化废水的水质,使废水水质能相对地保持稳定;然后由水泵2提升送至反应初沉池4,通过在反应池内加药剂反应生成絮凝体,然后在沉淀池内静置沉淀除去絮凝体。上清液经集水槽7收集后自流进入接触氧化池8,当设施运行到一段时间后,池内将有大量的活性污泥,大部分污泥以生物膜的形式附着生长在生物悬浮填料9上,用生物膜法相对来说可以用来处理浓度较高的废水,具有较强的抗冲击负荷能力。生化处理后的出水自流进入二次沉淀池10进行泥水分离,然后进入过滤池14,使水质得到进一步净化,达到回用标准,出水再进入到清水存储池15备用。反应初沉池4及二次沉淀池10内的污泥定期通过静水头压送至污泥干化池,干化的污泥需运至专业的固废处理公司进行处置。When in use, the mixed wastewater produced in the workshop enters the pre-aeration regulating tank 1 after being collected. Aeration can homogenize the water quality of the wastewater, so that the water quality of the wastewater can be kept relatively stable; then it is lifted by the water pump 2 to the reaction primary sedimentation tank 4, and the flocs are formed by adding chemicals in the reaction tank, and then left to settle in the sedimentation tank to remove flocs. After the supernatant is collected by the water collection tank 7, it flows into the contact oxidation tank 8 by itself. After the facility has been in operation for a period of time, there will be a large amount of activated sludge in the tank, and most of the sludge will adhere to and grow on the biological suspension filler 9 in the form of biofilm. , relatively speaking, the biofilm method can be used to treat wastewater with a higher concentration, and has a strong ability to resist impact loads. The effluent after biochemical treatment flows into the secondary sedimentation tank 10 for mud-water separation, and then enters the filter tank 14 to further purify the water quality and meet the reuse standard. The effluent then enters the clean water storage tank 15 for standby. The sludge in the reaction primary settling tank 4 and the secondary settling tank 10 is regularly sent to the sludge drying tank through hydrostatic head pressure, and the dried sludge needs to be transported to a professional solid waste treatment company for disposal.

Claims (5)

1. a floor processing waste water is handled and reclaiming system, comprise the pre-exposure equalizing tank (1) that to deposit the floor processing waste water, pre-exposure equalizing tank (1) is provided with water pump (2), it is characterized in that described water pump (2) is communicated with reaction preliminary sedimentation tank (4) by water pipe (3), the reaction preliminary sedimentation tank also is communicated with pharmacy slot (5) by medicament pipe (21), the bottom of reaction preliminary sedimentation tank (4) is provided with first settling region (6), reaction preliminary sedimentation tank (4) top is communicated with contact-oxidation pool (8) by water leg (7), be connected with some biological suspension fillers (9) in the pond of contact-oxidation pool, contact-oxidation pool (8) is connected with secondary sedimentation basins (10) by pipeline, the secondary sedimentation basins bottom is provided with second settling region (11), first settling region all passes through sludge pipe (12) with second settling region and is connected sludge drying pond (13), secondary sedimentation basins has filtering basin (14) by pipeline connection, and filtering basin connect clear water storage pool (15) by water pipe.
2. floor according to claim 1 processing waste water is handled and reclaiming system, it is characterized in that the described pre-exposure equalizing tank (1) and the bottom of contact-oxidation pool (8) are provided with boring aeration pipe (16), boring aeration pipe is connected with blower fan (18) by airduct (17).
3. floor according to claim 1 and 2 processing waste water is handled and reclaiming system, it is characterized in that the ingress of described reaction preliminary sedimentation tank (4) is provided with agitator (19), and agitator is connected with motor (20).
4. floor according to claim 1 and 2 processing waste water is handled and reclaiming system, it is characterized in that described biological suspension filler (9) becomes arranged, and it is suspended in the contact-oxidation pool (8).
5. floor according to claim 3 processing waste water is handled and reclaiming system, it is characterized in that described biological suspension filler (9) becomes arranged, and it is suspended in the contact-oxidation pool (8).
CN2009203025359U 2009-04-24 2009-04-24 Floor processing wastewater treatment and reuse system Expired - Fee Related CN201400629Y (en)

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Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101805102A (en) * 2010-05-27 2010-08-18 江门裕华皮革有限公司 Wastewater treatment method
CN105439330A (en) * 2016-01-15 2016-03-30 芜湖林诺环保科技有限公司 Small sewage treatment device and control method thereof
CN106186511A (en) * 2016-07-04 2016-12-07 宜兴市永加化工有限公司 A kind of wastewater treatment equipment
CN111547888A (en) * 2020-05-20 2020-08-18 四川省工业环境监测研究院 Wastewater treatment device for water and soil pollution control and treatment method thereof
CN113248076A (en) * 2021-04-09 2021-08-13 宁波市鄞州区水利水电勘测设计院 Polluted city internal lake water quality purification and water ecological restoration system

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101805102A (en) * 2010-05-27 2010-08-18 江门裕华皮革有限公司 Wastewater treatment method
CN105439330A (en) * 2016-01-15 2016-03-30 芜湖林诺环保科技有限公司 Small sewage treatment device and control method thereof
CN106186511A (en) * 2016-07-04 2016-12-07 宜兴市永加化工有限公司 A kind of wastewater treatment equipment
CN111547888A (en) * 2020-05-20 2020-08-18 四川省工业环境监测研究院 Wastewater treatment device for water and soil pollution control and treatment method thereof
CN111547888B (en) * 2020-05-20 2022-03-01 四川省工业环境监测研究院 Wastewater treatment device for water and soil pollution control and treatment method thereof
CN113248076A (en) * 2021-04-09 2021-08-13 宁波市鄞州区水利水电勘测设计院 Polluted city internal lake water quality purification and water ecological restoration system

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