CN101343100A - Duplex treatment device for building construction wastewater - Google Patents
Duplex treatment device for building construction wastewater Download PDFInfo
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- CN101343100A CN101343100A CNA200810070199XA CN200810070199A CN101343100A CN 101343100 A CN101343100 A CN 101343100A CN A200810070199X A CNA200810070199X A CN A200810070199XA CN 200810070199 A CN200810070199 A CN 200810070199A CN 101343100 A CN101343100 A CN 101343100A
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- 239000002351 wastewater Substances 0.000 title claims abstract description 101
- 238000009435 building construction Methods 0.000 title claims description 11
- 238000004062 sedimentation Methods 0.000 claims abstract description 52
- 238000006243 chemical reaction Methods 0.000 claims abstract description 32
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 28
- 238000010276 construction Methods 0.000 claims abstract description 16
- 230000009977 dual effect Effects 0.000 claims abstract description 15
- 239000010802 sludge Substances 0.000 claims abstract description 11
- 239000007788 liquid Substances 0.000 claims description 24
- 238000000926 separation method Methods 0.000 claims description 18
- 238000001556 precipitation Methods 0.000 abstract description 11
- 239000003814 drug Substances 0.000 abstract description 8
- 239000012530 fluid Substances 0.000 abstract description 7
- 238000000034 method Methods 0.000 abstract description 6
- 238000003756 stirring Methods 0.000 description 6
- 238000010586 diagram Methods 0.000 description 3
- 238000004065 wastewater treatment Methods 0.000 description 3
- 230000009286 beneficial effect Effects 0.000 description 2
- 238000005345 coagulation Methods 0.000 description 2
- 230000015271 coagulation Effects 0.000 description 2
- 229940079593 drug Drugs 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 230000007613 environmental effect Effects 0.000 description 2
- 239000003208 petroleum Substances 0.000 description 2
- 239000004576 sand Substances 0.000 description 2
- 230000001133 acceleration Effects 0.000 description 1
- 238000009825 accumulation Methods 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 230000007797 corrosion Effects 0.000 description 1
- 238000005265 energy consumption Methods 0.000 description 1
- 239000003344 environmental pollutant Substances 0.000 description 1
- 230000007774 longterm Effects 0.000 description 1
- 238000005065 mining Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 231100000719 pollutant Toxicity 0.000 description 1
- 239000013049 sediment Substances 0.000 description 1
- 239000000126 substance Substances 0.000 description 1
- 239000002352 surface water Substances 0.000 description 1
- 238000003911 water pollution Methods 0.000 description 1
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Abstract
本发明公开了一种建筑施工废水的双联处理装置,包括反应沉淀装置,反应沉淀装置包括反应器和沉淀池,反应器反应后的废水出口与沉淀池的反应后废水入口连通,所述沉淀池设置污泥排出口和清水排出口,本发明废水的反应和沉淀在不同的容器内进行,能够解决废水反应和沉淀之间的动力学矛盾,可以加快废水的流速,提高建筑废水的处理效率,降低处理成本,并且操作简单、流程顺畅;管线内壁设置螺旋片,利用流体动力学原理,与现有技术的混合叶片相比,大大减小流体阻力,并达到加速药与废水混合的目的;入口管线沿切线方向进入反应器,具有一定速度的流体沿反应器内壁旋转,加速药与废水的混合反应,提高废水的处理效率。
The invention discloses a dual treatment device for construction waste water, comprising a reaction precipitation device, the reaction precipitation device includes a reactor and a sedimentation tank, the outlet of the reacted waste water of the reactor is connected with the inlet of the reaction waste water of the sedimentation tank, and the precipitation The pool is provided with a sludge discharge port and a clear water discharge port. The reaction and precipitation of the waste water in the present invention are carried out in different containers, which can solve the dynamic contradiction between the reaction and precipitation of the waste water, can speed up the flow rate of the waste water, and improve the treatment efficiency of the construction waste water , reduce the treatment cost, and the operation is simple and the process is smooth; the inner wall of the pipeline is equipped with a spiral piece, which uses the principle of fluid dynamics, and compared with the mixing blade of the prior art, the fluid resistance is greatly reduced, and the purpose of accelerating the mixing of medicine and wastewater is achieved; The inlet pipeline enters the reactor along the tangential direction, and the fluid with a certain speed rotates along the inner wall of the reactor to accelerate the mixed reaction of medicine and wastewater and improve the treatment efficiency of wastewater.
Description
技术领域 technical field
本发明涉及一种废水处理装置,特别涉及一种建筑施工废水的双联处理装置。The invention relates to a waste water treatment device, in particular to a dual treatment device for building construction waste water.
背景技术 Background technique
在建筑工地例如隧道工程、土木建筑、地下工程、采矿场、混凝土搅拌场、砂石料场以及与建筑工程有关的工序中,都会产生大量的建筑工地废水,废水中往往含有大量泥沙碎石之类以及石油类等污染物质,如果直接排放至河道或地表水中,会造成河道淤塞、水体污染,传统的沉淀池已不能适应所要求的环保标准,建筑工程正急需一种简易、高效、低耗、体积较小以及运行管理方便的废水处理装置。现有技术中,采用的废水处理器主要有两种:一是简单的沉淀池,靠体积庞大的沉淀池将砂石等物质自然沉淀下来,占地面积大,沉淀时间长,处理效果差,很难达到环保排放标准;另一种是混凝沉淀处理法,就是将废水引入带电动搅拌器的混凝反应容器,反应一定时间后,将污泥沉淀分离,这种处理器处理效果较前一种要好,但由于设置了电动搅拌器,增加了能耗,导致了较高的处理成本。同时,由于废水的反应需要搅拌使药剂和废水充分混合,而搅拌却不利于沉淀,因此,废水的反应和沉淀之间存在矛盾,而这种矛盾影响到废水的处理效率和质量。In construction sites such as tunnel engineering, civil engineering, underground engineering, mining sites, concrete mixing plants, sand and gravel yards, and construction-related processes, a large amount of construction site wastewater will be generated, and the wastewater often contains a large amount of sediment and gravel. Pollutants such as petroleum and petroleum, if directly discharged into rivers or surface water, will cause river silting and water pollution. Traditional sedimentation tanks can no longer meet the required environmental standards. Construction projects are in urgent need of a simple, efficient, and low-consumption , small volume and convenient operation and management of waste water treatment device. In the prior art, there are mainly two types of waste water processors: one is a simple sedimentation tank, which naturally deposits sand and gravel and other substances in a large sedimentation tank, which occupies a large area, takes a long time to settle, and has poor treatment effect. It is difficult to meet environmental protection discharge standards; the other is the coagulation-sedimentation treatment method, which is to introduce the wastewater into the coagulation reaction vessel with an electric agitator, and after a certain period of reaction, the sludge will be precipitated and separated. The treatment effect of this processor is better than that of the previous One is better, but due to the setting of the electric stirrer, the energy consumption is increased, resulting in higher processing costs. At the same time, because the reaction of wastewater requires stirring to fully mix the medicament and wastewater, but stirring is not conducive to precipitation, there is a contradiction between the reaction and precipitation of wastewater, and this contradiction affects the treatment efficiency and quality of wastewater.
因此,需要一种建筑施工废水的处理装置,能够解决废水反应和沉淀之间的矛盾,提高建筑废水的处理效率,降低处理成本,并且操作简单,处理流程顺畅。Therefore, there is a need for a treatment device for construction waste water, which can solve the contradiction between waste water reaction and precipitation, improve the treatment efficiency of construction waste water, reduce treatment cost, and has simple operation and smooth treatment process.
发明内容 Contents of the invention
有鉴于此,本发明的目的是提供一种建筑施工废水的双联处理装置,能够解决废水反应和沉淀之间的矛盾,可以加快废水的流速,提高建筑废水的处理效率,降低处理成本,并且操作简单,处理流程顺畅。In view of this, the purpose of the present invention is to provide a dual treatment device for construction waste water, which can solve the contradiction between waste water reaction and precipitation, can speed up the flow rate of waste water, improve the treatment efficiency of construction waste water, reduce the treatment cost, and The operation is simple and the processing flow is smooth.
本发明的建筑施工废水的双联处理装置,包括反应沉淀装置,所述反应沉淀装置包括反应器和沉淀池,所述反应器反应后的废水出口与沉淀池的反应后废水入口连通;所述沉淀池设置污泥排出口和清水排出口。The dual treatment device for construction waste water of the present invention comprises a reaction sedimentation device, the reaction sedimentation device includes a reactor and a sedimentation tank, and the wastewater outlet after the reaction of the reactor communicates with the reaction wastewater inlet of the sedimentation tank; The sedimentation tank is provided with a sludge discharge port and a clean water discharge port.
进一步,还包括搅拌装置,所述反应器设置废水进口管线,所述搅拌装置为设置在废水进口管线内沿轴向螺旋延伸的螺旋片,所述螺旋片固定设置在废水进口管线内壁;Further, it also includes a stirring device, the reactor is provided with a wastewater inlet pipeline, and the stirring device is a helical piece arranged in the wastewater inlet pipeline and extending helically along the axial direction, and the helical piece is fixedly arranged on the inner wall of the wastewater inlet pipeline;
进一步,还包括固液分离装置,所述固液分离装置设置在沉淀池内位于沉淀池的反应后废水入口与沉淀池清水出口之间;Further, it also includes a solid-liquid separation device, and the solid-liquid separation device is arranged in the sedimentation tank between the reaction waste water inlet of the sedimentation tank and the clear water outlet of the sedimentation tank;
进一步,所述固液分离装置为固液分离斜板,所述固液分离斜板与沉淀池的反应后废水入口之间设置将反应后废水与清水出口完全隔开的挡液板;Further, the solid-liquid separation device is a solid-liquid separation inclined plate, and a liquid baffle is set between the solid-liquid separation inclined plate and the reacted wastewater inlet of the sedimentation tank to completely separate the reacted wastewater from the clean water outlet;
进一步,所述固液分离斜板的斜边与沉淀池内壁形成三角空间,固液分离斜板上部设置清水溢出口,所述清水溢出口溢出的清水通过清水溢出口侧的三角堰流至三角空间后流至沉淀池的清水出口;Further, the hypotenuse of the solid-liquid separation inclined plate forms a triangular space with the inner wall of the sedimentation tank, and a clear water overflow port is arranged on the upper part of the solid-liquid separation inclined plate, and the clear water overflowing from the clear water overflow port flows to the triangle through the triangular weir on the side of the clear water overflow port. After the space, it flows to the clear water outlet of the sedimentation tank;
进一步,所述反应器底部设置污泥排出口;Further, a sludge outlet is provided at the bottom of the reactor;
进一步,所述反应器的横截面为圆形,废水进口管线沿切线方向进入反应器,废水进口管线的出口为缩口结构;Further, the cross-section of the reactor is circular, the wastewater inlet pipeline enters the reactor along a tangential direction, and the outlet of the wastewater inlet pipeline is a necking structure;
进一步,所述反应器壁上与废水液面相对应设置排油口;Further, an oil discharge port is provided on the wall of the reactor corresponding to the liquid level of the waste water;
进一步,所述反应器和沉淀池制成一体,反应器反应后的废水出口与沉淀池的反应后废水入口通过连通管进行连通,所述连通管入口向下设置在反应器靠近底部的位置;Further, the reactor and the sedimentation tank are integrated, and the reacted wastewater outlet of the reactor is connected with the reacted wastewater inlet of the sedimentation tank through a connecting pipe, and the connecting pipe inlet is arranged downward at a position close to the bottom of the reactor;
进一步,所述反应器和沉淀池底部均为上大下小的锥形,废水进口管线上设置加药口。Further, the bottom of the reactor and the sedimentation tank are conical with a large top and a small bottom, and a dosing port is set on the waste water inlet pipeline.
本发明的有益效果:本发明的建筑施工废水的双联处理装置,废水的反应和沉淀在不同的容器内进行,能够解决废水反应和沉淀之间的动力学矛盾,可以加快废水的流速,提高建筑废水的处理效率,降低处理成本,并且操作简单、流程顺畅;管线内壁设置螺旋片,利用流体动力学原理,与现有技术的混合叶片相比,大大减小流体阻力,并达到加速药与废水混合的目的;入口管线沿切线方向进入反应器,采用流体动力学原理,使建筑废水沿切线方向进入圆筒形的混凝反应器,具有一定速度的流体沿反应器内壁旋转,加速药与废水的混合反应,提高废水的处理效率;沉淀池内设置固液分离装置,可加速沉淀速度,提高处理效率;反应器设置污泥排出口,防止反应器长期使用造成污泥堆积,对反应器器壁造成腐蚀,降低使用寿命,同时,可以增加废水的处理速度,提高最终废水的处理质量;反应器和沉淀池制成一体,反应器与沉淀池通过连通管进行连通,连通管反应后的废水进口向下设置在反应器靠近底部的位置;不但可以保证整个装置结构紧凑,缩小体积,便于运输和使用,还保证流入沉淀池的废水是充分反应的废水,保证处理质量。Beneficial effects of the present invention: In the dual treatment device for construction waste water of the present invention, the reaction and precipitation of waste water are carried out in different containers, which can solve the kinetic contradiction between the reaction and precipitation of waste water, can speed up the flow rate of waste water, and improve The treatment efficiency of construction wastewater reduces the treatment cost, and the operation is simple and the process is smooth; the inner wall of the pipeline is equipped with spiral blades, which use the principle of fluid dynamics to greatly reduce the fluid resistance compared with the mixing blades of the prior art, and achieve the acceleration of medicine and water. The purpose of wastewater mixing: the inlet pipeline enters the reactor along the tangential direction, and the principle of fluid dynamics is used to make the construction wastewater enter the cylindrical coagulation reactor along the tangential direction, and the fluid with a certain speed rotates along the inner wall of the reactor to accelerate the medicine and The mixed reaction of wastewater improves the treatment efficiency of wastewater; the solid-liquid separation device is installed in the sedimentation tank, which can accelerate the sedimentation speed and improve the treatment efficiency; the reactor is equipped with a sludge discharge port to prevent the sludge accumulation caused by the long-term use of the reactor, which is harmful to the reactor. The wall causes corrosion and reduces the service life. At the same time, it can increase the treatment speed of wastewater and improve the quality of final wastewater treatment; the reactor and the sedimentation tank are integrated, and the reactor and the sedimentation tank are connected through a connecting pipe, and the wastewater after the reaction of the connecting pipe The inlet is set downward near the bottom of the reactor; it not only ensures that the whole device has a compact structure, reduces volume, and is convenient for transportation and use, but also ensures that the wastewater flowing into the sedimentation tank is fully reacted wastewater to ensure the quality of treatment.
附图说明 Description of drawings
下面结合附图和实施例对本发明作进一步描述。The present invention will be further described below in conjunction with the accompanying drawings and embodiments.
图1为本发明的结构示意图;Fig. 1 is a structural representation of the present invention;
图2为废水进口管线与反应器连接示意图。Figure 2 is a schematic diagram of the connection between the wastewater inlet pipeline and the reactor.
具体实施方式 Detailed ways
图1为本发明的结构示意图,图2为废水进口管线与反应器连接示意图,如图所示:本实施例的建筑施工废水的双联处理装置,包括设置在支架9上的控制装置11、搅拌装置14和反应沉淀装置,反应沉淀装置包括反应器1和沉淀池4,反应器1反应后的废水出口与沉淀池4的反应后废水入口连通,反应器1壁上与废水液面相对应设置排油口16,方便排出废水中的油污,提高处理后水的质量;反应器1设置废水进口管线15,搅拌装置14为设置在废水进口管线15内沿轴向螺旋延伸的螺旋片,螺旋片固定设置在废水进口管线15内壁,反应器1的横截面为圆形,废水进口管线15沿切线方向进入反应器1,废水进口管线15的出口为缩口结构(参见图2),可以加速废水进口管线15出口废水的流速,使废水与药物充分混合,提高反应质量;反应器1底部设置污泥排出口13,可辅助排泥,以减轻沉淀池负荷,利于提高处理效率;Fig. 1 is a structural schematic diagram of the present invention, and Fig. 2 is a schematic diagram of the connection between the wastewater inlet pipeline and the reactor, as shown in the figure: the dual treatment device for building construction wastewater in this embodiment includes a control device 11 arranged on a
沉淀池4设置污泥排出口10和清水排出口7,沉淀池4内设置固液分离斜板8,固液分离斜板8与沉淀池4的反应后废水入口之间设置将反应后废水与清水出口7完全隔开的挡液板3,防止废水混入清水,影响质量;固液分离斜板的斜边与沉淀池4内壁形成三角空间6,固液分离斜板上部设置清水溢出口5,所述清水溢出口5溢出的清水通过清水溢出口5侧的三角堰流至三角空间6后流至沉淀池的清水出口7,设置溢出口,可充分沉淀,提高处理质量;The
反应器1和沉淀池4制成一体,反应器1反应后的废水出口与沉淀池4的反应后废水入口通过连通管2进行连通,连通管2反应后的废水入口向下设置在反应器1靠近底部的位置,使反应充分的水流入沉淀池,利于提高处理质量;反应器1和沉淀池4底部均为上大下小的锥形,废水进口管线15上设置加药口12,本实施例中,加药口分为两个,分别设置在废水进口管线15的两端,方便根据需要加入不同的药品。The reactor 1 and the
最后说明的是,以上实施例仅用以说明本发明的技术方案而非限制,尽管参照较佳实施例对本发明进行了详细说明,本领域的普通技术人员应当理解,可以对本发明的技术方案进行参数范围内的修改或者等同替换,而不脱离本发明技术方案的宗旨和范围,其均应涵盖在本发明的权利要求范围当中。Finally, it is noted that the above embodiments are only used to illustrate the technical solutions of the present invention without limitation. Although the present invention has been described in detail with reference to the preferred embodiments, those of ordinary skill in the art should understand that the technical solutions of the present invention can be carried out Modifications within the parameter range or equivalent replacements without departing from the spirit and scope of the technical solutions of the present invention shall be covered by the scope of the claims of the present invention.
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Cited By (5)
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CN103657492A (en) * | 2013-12-09 | 2014-03-26 | 云南大红山管道有限公司 | Energy-saving efficient self-stirring container |
CN103874532A (en) * | 2011-09-15 | 2014-06-18 | 风暴排水技术有限责任公司 | Fluid treatment apparatus, system, and methods |
CN106277248A (en) * | 2016-08-29 | 2017-01-04 | 中国冶集团有限公司 | Building sewage-treatment plant |
CN108558088A (en) * | 2018-01-25 | 2018-09-21 | 嘉兴市欣欣仪器设备有限公司 | Laboratory waste water integral intelligent processing unit |
CN111481991A (en) * | 2020-05-07 | 2020-08-04 | 孙素晶 | Intelligent filtering and recycling device for building wastewater and sewage |
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CN103874532A (en) * | 2011-09-15 | 2014-06-18 | 风暴排水技术有限责任公司 | Fluid treatment apparatus, system, and methods |
CN103657492A (en) * | 2013-12-09 | 2014-03-26 | 云南大红山管道有限公司 | Energy-saving efficient self-stirring container |
CN106277248A (en) * | 2016-08-29 | 2017-01-04 | 中国冶集团有限公司 | Building sewage-treatment plant |
CN108558088A (en) * | 2018-01-25 | 2018-09-21 | 嘉兴市欣欣仪器设备有限公司 | Laboratory waste water integral intelligent processing unit |
CN111481991A (en) * | 2020-05-07 | 2020-08-04 | 孙素晶 | Intelligent filtering and recycling device for building wastewater and sewage |
CN111481991B (en) * | 2020-05-07 | 2022-12-16 | 广东德茂建设工程有限公司 | Intelligent filtering and recycling device for building wastewater and sewage |
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