CN102060390B - Auxiliary purification device of sewage conveying pipeline - Google Patents
Auxiliary purification device of sewage conveying pipeline Download PDFInfo
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- CN102060390B CN102060390B CN201010555777A CN201010555777A CN102060390B CN 102060390 B CN102060390 B CN 102060390B CN 201010555777 A CN201010555777 A CN 201010555777A CN 201010555777 A CN201010555777 A CN 201010555777A CN 102060390 B CN102060390 B CN 102060390B
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- auxiliary purification
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- 239000010865 sewage Substances 0.000 title claims abstract description 47
- 238000000746 purification Methods 0.000 title claims abstract description 27
- 229920002748 Basalt fiber Polymers 0.000 claims abstract description 16
- 239000000463 material Substances 0.000 claims description 2
- 239000011150 reinforced concrete Substances 0.000 claims description 2
- 239000000945 filler Substances 0.000 claims 1
- 239000012528 membrane Substances 0.000 abstract 3
- 238000000034 method Methods 0.000 description 11
- 238000009434 installation Methods 0.000 description 8
- QVGXLLKOCUKJST-UHFFFAOYSA-N atomic oxygen Chemical compound [O] QVGXLLKOCUKJST-UHFFFAOYSA-N 0.000 description 3
- 239000001301 oxygen Substances 0.000 description 3
- 229910052760 oxygen Inorganic materials 0.000 description 3
- 239000010802 sludge Substances 0.000 description 3
- IJGRMHOSHXDMSA-UHFFFAOYSA-N Atomic nitrogen Chemical compound N#N IJGRMHOSHXDMSA-UHFFFAOYSA-N 0.000 description 2
- 238000005842 biochemical reaction Methods 0.000 description 2
- 239000000835 fiber Substances 0.000 description 2
- 244000005700 microbiome Species 0.000 description 2
- 239000005416 organic matter Substances 0.000 description 2
- 238000006213 oxygenation reaction Methods 0.000 description 2
- 238000011160 research Methods 0.000 description 2
- 241000894006 Bacteria Species 0.000 description 1
- OAICVXFJPJFONN-UHFFFAOYSA-N Phosphorus Chemical compound [P] OAICVXFJPJFONN-UHFFFAOYSA-N 0.000 description 1
- 238000009825 accumulation Methods 0.000 description 1
- 238000005273 aeration Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000004071 biological effect Effects 0.000 description 1
- 230000015556 catabolic process Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000006731 degradation reaction Methods 0.000 description 1
- 238000013461 design Methods 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000003344 environmental pollutant Substances 0.000 description 1
- 239000007789 gas Substances 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 238000007689 inspection Methods 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 229910052757 nitrogen Inorganic materials 0.000 description 1
- 229910052698 phosphorus Inorganic materials 0.000 description 1
- 239000011574 phosphorus Substances 0.000 description 1
- 231100000719 pollutant Toxicity 0.000 description 1
- 229910001220 stainless steel Inorganic materials 0.000 description 1
- 239000010935 stainless steel Substances 0.000 description 1
- 238000012360 testing method Methods 0.000 description 1
- 230000009466 transformation Effects 0.000 description 1
- 238000009423 ventilation Methods 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
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- Biological Treatment Of Waste Water (AREA)
Abstract
Description
技术领域 technical field
本发明属于一种污水的处理装置。具体来说,涉及一种污水输运管道的辅助净化装置。 The invention belongs to a treatment device for sewage. Specifically, it relates to an auxiliary purification device for a sewage transportation pipeline.
背景技术 Background technique
随着城市的发展,污水产生量不断增多,利用管道对污水进行净化越来越受到人们的关注。研究表明,管道内的污水具有一定的自净能力,其污染物质降解主要是通过管壁上附着的管道生物膜和沉积在管道底部的淤泥来完成。大量测试数据表明,管道内表面存在着大量细菌,其生物群落组成类似于污水厂高负荷曝气池中的生物群落。无论在有氧或无氧条件下,管道输送过程中,污水中的有机物转化与微生物的生化反应均会发生。特别是在有氧条件下,污水在管道内流行过程中会形成管道生物膜,这层生物膜不仅能够有效的降低污水中有机物质,而且具有较高的生物活性。 With the development of cities, the amount of sewage generated is increasing, and the use of pipelines to purify sewage has attracted more and more attention. Studies have shown that the sewage in the pipeline has a certain self-purification ability, and the degradation of its pollutants is mainly completed by the pipeline biofilm attached to the pipeline wall and the sludge deposited at the bottom of the pipeline. A large number of test data show that there are a large number of bacteria on the inner surface of the pipeline, and the composition of the biological community is similar to that in the high-load aeration tank of the sewage plant. No matter under aerobic or anaerobic conditions, the transformation of organic matter in sewage and biochemical reactions of microorganisms will occur during pipeline transportation. Especially under aerobic conditions, pipeline biofilm will be formed during the flow of sewage in the pipeline. This layer of biofilm can not only effectively reduce the organic matter in sewage, but also has high biological activity.
目前,国内外关于管道净化污水的研究方法及存在的缺点如下: At present, the research methods and shortcomings of pipeline purification sewage at home and abroad are as follows:
(1)利用压力式管道处理污水,即通过检查井向污水中充氧或向污水干管中曝气充氧。这种方法可以增大管道中溶解氧的浓度,释放生化反应所产生的气体(如CO2、H2S),但是充氧量难以把握,特别是当污水中氮、磷含量较高时,高浓度的氧气反而会降低净化率。 (1) Use pressure pipelines to treat sewage, that is, oxygenate sewage through inspection wells or aerate and oxygenate sewage main pipes. This method can increase the concentration of dissolved oxygen in the pipeline and release the gas produced by biochemical reactions (such as CO 2 , H 2 S), but it is difficult to control the amount of oxygenation, especially when the nitrogen and phosphorus content in the sewage is high. High concentration of oxygen will reduce the purification rate instead.
(2)利用重力式管道处理污水。这种方法可以充分利用地形落差大的优势,有利于管道内的通风充氧,但仅适用于有山地地形的城镇排水系统。 (2) Use gravity pipelines to treat sewage. This method can make full use of the advantages of large terrain drop, which is conducive to ventilation and oxygenation in the pipeline, but it is only suitable for urban drainage systems with mountainous terrain.
(3)设计污泥回流设施。这种方法可以有效的防止管道因污泥淤积发生堵塞的现象,保证污水顺利通过管道,但其作用只限于疏通管道,并不能有效的对污水进行净化。 (3) Design sludge return facilities. This method can effectively prevent the clogging of the pipeline due to sludge accumulation and ensure that the sewage passes through the pipeline smoothly, but its function is only limited to dredging the pipeline and cannot effectively purify the sewage.
(4)管道系统与生物絮凝或者其他工艺相结合。这种方法可以使管道内保持一定的微生物浓度及溶解氧,但由于工艺复杂,成本较高,只适合用于污水管道较短的小城市。 (4) The piping system is combined with bioflocculation or other processes. This method can maintain a certain concentration of microorganisms and dissolved oxygen in the pipeline, but due to the complicated process and high cost, it is only suitable for small cities with short sewage pipelines.
可见,现有的研究方法虽然对利用管道处理污水有一定的效果,但都存在着一定的缺陷,因此本发明对管道结构进行优化,发明了一种辅助净化装置,利用管道对污水进行有效的净化。 It can be seen that although the existing research methods have certain effects on the use of pipelines to treat sewage, they all have certain defects. Therefore, the present invention optimizes the pipeline structure and invents an auxiliary purification device that uses pipelines to effectively treat sewage. purify.
发明内容 Contents of the invention
本发明的目的在于克服上述现有技术方法的不足。本发明提供了一种污水输运管道的辅助净化装置,该辅助净化装置采用管道上挂膜的方式,强化对污水的净化,而且适用于各种类型污水输送管道。 The object of the present invention is to overcome the disadvantages of the above-mentioned prior art methods. The invention provides an auxiliary purification device for a sewage transportation pipeline. The auxiliary purification device adopts the method of hanging film on the pipeline to strengthen the purification of sewage, and is applicable to various types of sewage transportation pipelines.
本发明辅助净化装置由纤维束、支撑板座和装置管道组成,其中纤维束选用玄武岩纤维束,其一端用橡胶管热缩捆扎而成,通过快速连接接头沿装置管道径向错落安装于支持板座上,另一端下垂至装置管道底侧。支撑板座通过螺栓固定于装置管道的内壁上。装置管道材质选用钢筋混凝土,为预制件,与污水输送管道采用承插式接口连接,装置管道的管径为连接污水输送管道管径的1.5~2.5倍,管道长度为连接污水输送管道管径的1.5~2.5倍,为了连接支撑板座,沿装置管道内壁上弧225°~270°均布预埋6列螺栓,每列2~4颗,每列螺栓沿内壁母线等距均布。支撑板座为装置管道内圆1/8圆弧板,采用不锈钢材料加工而成,支撑板座上交错布置内螺纹孔,内螺纹孔与快速连接接头连接,圆弧顶侧开设与装置管道上预埋螺栓对应连接的通孔。 The auxiliary purification device of the present invention is composed of fiber bundles, support plate bases and device pipes, wherein the fiber bundles are made of basalt fiber bundles, one end of which is heat-shrinkable and bundled with rubber tubes, and installed on the support plate along the radial direction of the device pipes through quick-connect joints. On the seat, the other end hangs down to the bottom side of the device pipe. The support plate seat is fixed on the inner wall of the device pipeline by bolts. The material of the installation pipeline is reinforced concrete, which is a prefabricated part. It is connected with the sewage pipeline by a socket interface. 1.5 to 2.5 times. In order to connect the support plate seat, 6 rows of bolts are evenly embedded along the upper arc of the inner wall of the installation pipe at 225° to 270°, with 2 to 4 bolts in each row, and each row of bolts is equidistant and evenly distributed along the busbar of the inner wall. The support plate seat is a 1/8 arc plate of the inner circle of the installation pipe, which is made of stainless steel. The internal thread holes are arranged staggeredly on the support plate seat, and the internal thread holes are connected with the quick connection joints. The embedded bolts correspond to the connected through holes.
实际应用安装中先将玄武岩纤维束通过快速连接接头安装于支撑板座上,然后将带玄武岩纤维束的支撑板座通过螺栓将其固定于装置管道内壁上,玄武岩纤维下垂至管道底侧。带玄武岩纤维的辅助净化装置采用承插式接口与污水输送管道连接。 In the actual application installation, the basalt fiber bundle is first installed on the support plate seat through the quick connection joint, and then the support plate seat with the basalt fiber bundle is fixed on the inner wall of the device pipe by bolts, and the basalt fiber hangs down to the bottom side of the pipe. The auxiliary purification device with basalt fiber is connected with the sewage conveying pipeline through a socket interface.
本发明的有益效果是,可以在输送污水的同时,利用辅助净化装置管壁上固定的玄武岩纤维对污水进行有效的净化,且装置结构简单,净化效率高。 The beneficial effect of the invention is that the basalt fiber fixed on the pipe wall of the auxiliary purification device can be used to effectively purify the sewage while transporting the sewage, and the device has a simple structure and high purification efficiency.
附图说明 Description of drawings
图1是污水输运管道辅助净化装置的纵向剖视图。 Fig. 1 is a longitudinal sectional view of an auxiliary purification device for a sewage transportation pipeline.
图2是支撑板座布置图。 Figure 2 is a layout diagram of the support plate seat.
图中:1.玄武岩纤维束;2.支撑板座;3.装置管道;4.螺栓;5.快速连接接头。 In the figure: 1. Basalt fiber bundle; 2. Support plate seat; 3. Installation pipe; 4. Bolt; 5. Quick connection joint.
具体实施方式 Detailed ways
预制装置管道3时,沿装置管道内壁上弧225°—270°均布预埋6列螺栓,每列2颗。支撑板座2为装置管道3内圆1/8圆弧板,其上交错布置若干与快速连接接头5连接的内螺纹孔,内螺纹孔的横、纵间距皆取4cm,玄武岩纤维束1一端用橡胶管热缩捆扎而成,用快速连接接头5将其固定于支撑板座2上,另一端下垂至装置管道底侧。带玄武岩纤维束1的支撑板座2通过螺栓固定于装置管道3内壁上。带玄武岩纤维的辅助净化装置采用承插式接口与污水输送管道连接。当污水流入辅助净化装置时,由于水量不变,流速就会降低,从而可以延长污水在管道内的停留时间,经过一段时间后玄武岩纤维束1上附着生物膜,流经的污水与玄武岩纤维上附着的生物膜充分接触,起到辅助净化管道内污水的作用。 When prefabricating the installation pipeline 3, 6 rows of bolts are evenly embedded along the upper arc 225°-270° of the inner wall of the installation pipeline, with 2 bolts in each row. The support plate seat 2 is a 1/8 arc plate of the inner circle of the device pipe 3, on which a number of internal threaded holes connected with the quick-connect joint 5 are arranged staggeredly, the horizontal and vertical distances of the internal threaded holes are all 4cm, and one end of the basalt fiber bundle 1 It is bundled by heat-shrinking rubber tubes, fixed on the support plate seat 2 with quick-connect joints 5, and the other end hangs down to the bottom side of the installation pipe. The support plate seat 2 with the basalt fiber bundle 1 is fixed on the inner wall of the device pipe 3 by bolts. The auxiliary purification device with basalt fiber is connected with the sewage conveying pipeline through a socket interface. When the sewage flows into the auxiliary purification device, the flow rate will decrease due to the constant water volume, which can prolong the residence time of the sewage in the pipeline. The attached biofilm is fully exposed to assist in purifying the sewage in the pipeline.
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CN104787978B (en) * | 2015-04-18 | 2017-11-07 | 重庆文理学院 | Duct type leather waste water processing unit |
CN108249593B (en) * | 2018-03-27 | 2021-01-05 | 东南大学 | Basalt Fiber Layer Covered Vertical Flow Constructed Wetland |
CN108623018A (en) * | 2018-05-29 | 2018-10-09 | 武汉科技大学 | A kind of effluent treatment plant and its purification method |
CN109775842A (en) * | 2019-01-21 | 2019-05-21 | 浙江鑫谷环境科技有限公司 | A kind of carbon fiber ecological matrix and preparation method thereof |
Citations (4)
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US4746435A (en) * | 1980-10-13 | 1988-05-24 | Mitsubishi Rayon Co., Ltd. | Biochemical process for purifying contaminated water |
CN1285321A (en) * | 2000-09-21 | 2001-02-28 | 上海佛欣爱建河道治理有限公司 | Urban Underground pipeline type sewage treatment method |
CN2448837Y (en) * | 2000-09-21 | 2001-09-19 | 上海佛欣爱建河道治理有限公司 | Urban underground pipeline type sewage treating padding apparatus |
CN101139138A (en) * | 2007-07-13 | 2008-03-12 | 北京清绿技术开发有限公司 | Piping type water processing device |
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JP2008221070A (en) * | 2007-03-09 | 2008-09-25 | Kurita Water Ind Ltd | Gas-liquid contact device and gas-liquid contact method |
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Publication number | Priority date | Publication date | Assignee | Title |
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US4746435A (en) * | 1980-10-13 | 1988-05-24 | Mitsubishi Rayon Co., Ltd. | Biochemical process for purifying contaminated water |
CN1285321A (en) * | 2000-09-21 | 2001-02-28 | 上海佛欣爱建河道治理有限公司 | Urban Underground pipeline type sewage treatment method |
CN2448837Y (en) * | 2000-09-21 | 2001-09-19 | 上海佛欣爱建河道治理有限公司 | Urban underground pipeline type sewage treating padding apparatus |
CN101139138A (en) * | 2007-07-13 | 2008-03-12 | 北京清绿技术开发有限公司 | Piping type water processing device |
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JP特开2008-221070A 2008.09.25 |
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