CN201143394Y - Novel bidirectional flow inclined plate sedimentation tank - Google Patents
Novel bidirectional flow inclined plate sedimentation tank Download PDFInfo
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- CN201143394Y CN201143394Y CNU2007200161600U CN200720016160U CN201143394Y CN 201143394 Y CN201143394 Y CN 201143394Y CN U2007200161600 U CNU2007200161600 U CN U2007200161600U CN 200720016160 U CN200720016160 U CN 200720016160U CN 201143394 Y CN201143394 Y CN 201143394Y
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- 238000004062 sedimentation Methods 0.000 title claims abstract description 48
- 230000002457 bidirectional effect Effects 0.000 title abstract 4
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 28
- 230000005484 gravity Effects 0.000 claims description 8
- 239000010802 sludge Substances 0.000 abstract description 9
- 238000000034 method Methods 0.000 abstract description 4
- 230000002035 prolonged effect Effects 0.000 abstract 1
- 230000000694 effects Effects 0.000 description 3
- 238000010276 construction Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 239000013049 sediment Substances 0.000 description 2
- 238000012938 design process Methods 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 238000001556 precipitation Methods 0.000 description 1
- 238000000746 purification Methods 0.000 description 1
- 238000000926 separation method Methods 0.000 description 1
- 239000007921 spray Substances 0.000 description 1
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Abstract
Description
所属技术领域Technical field
本实用新型涉及一种斜板沉淀池。The utility model relates to an inclined plate sedimentation tank.
背景技术 Background technique
目前,主要的沉淀池有平流沉淀池和斜板(斜管)沉淀池。平流沉淀池是传统的设计工艺,一般用于大中型净水厂,具有造价低,操作管理方便,原水适应能力强的优点,但是占地面积较大,排泥操作管理困难。斜板(斜管)沉淀池内放置的沉淀装置主要为不同间距同向流斜板(斜管),上向流斜板(斜管)。这种沉淀池与传统的平流沉淀池相比具有沉淀效率高,占地面积小的特点,但是对于水质适应性较平流沉淀池差。常采用的穿孔排泥管排泥效果不稳定,当原水浊度高时,排泥效果差;设置机械排泥设备时维护管理麻烦,排泥的含水率高,水厂自用水量增加。At present, the main sedimentation tanks include advection sedimentation tanks and inclined plate (inclined tube) sedimentation tanks. The advection sedimentation tank is a traditional design process, which is generally used in large and medium-sized water purification plants. It has the advantages of low cost, convenient operation and management, and strong adaptability to raw water, but it occupies a large area and difficult to operate and manage sludge. The sedimentation devices placed in the inclined plate (inclined tube) sedimentation tank are mainly the same direction flow inclined plate (inclined tube) with different spacing, and the upward flow inclined plate (inclined tube). Compared with the traditional advection sedimentation tank, this kind of sedimentation tank has the characteristics of high sedimentation efficiency and small footprint, but its adaptability to water quality is worse than that of the advection sedimentation tank. The mud discharge effect of the commonly used perforated mud discharge pipe is unstable. When the turbidity of the raw water is high, the mud discharge effect is poor; it is troublesome to maintain and manage when installing mechanical sludge discharge equipment, the moisture content of the sludge discharge is high, and the water consumption of the water plant increases.
发明内容 Contents of the invention
本实用新型的目的是为了克服现有两种沉淀池不能同时满足占地面积小,适应水质能力强,排泥效果好的要求,提供一种新型双向流斜板沉淀池,增加沉淀池有效沉淀面积,提高沉淀效率,使排泥顺畅,减少占地,降低土建投资。The purpose of this utility model is to provide a new type of two-way inclined plate sedimentation tank to increase the effective sedimentation of the sedimentation tank in order to overcome the fact that the existing two sedimentation tanks cannot meet the requirements of small footprint, strong adaptability to water quality, and good mud discharge effect at the same time. area, improve sedimentation efficiency, smooth mud discharge, reduce land occupation, and reduce civil construction investment.
本实用新型为实现上述目的所采用的技术方案是:在沉淀池内设置双向流斜板沉淀装置,该装置为多层折叠式斜板单元两端紧密连接两个不同于多层折叠式斜板倾斜方向的滑梯式导泥板单元。The technical solution adopted by the utility model for achieving the above purpose is: a two-way flow inclined plate settling device is set in the sedimentation tank, and the device is a multi-layer folding inclined plate unit closely connected with two Orientation slide type mud deflector unit.
所述多层折叠式斜板单元为单片折叠式斜板,在垂直方向按照相同中心轴线、相同间距组合而成。The multi-layer foldable slant plate unit is a single foldable slant plate, which is assembled according to the same central axis and the same distance in the vertical direction.
所述双层折叠式斜板间距为20-150mm。The distance between the double-layer folding inclined plates is 20-150mm.
所述滑梯式导泥板单元,为单片导泥板与水平方向成一定夹角组合而成。The slide type mud deflector unit is formed by combining a single mud deflector with a certain angle with the horizontal direction.
所述沉淀池进水和出水端设置配水花墙。Water distribution flower walls are set at the inlet and outlet ends of the sedimentation tank.
所述双向流斜板沉淀装置底部设有重力排泥斗。The bottom of the two-way inclined plate settling device is provided with a gravity mud discharge bucket.
所述重力排泥斗接通排泥干管,排泥干管上安装电动排泥阀。The gravity mud discharge hopper is connected to the main mud discharge pipe, and an electric mud discharge valve is installed on the main mud discharge pipe.
本实用新型与同类产品相比,具有显著的特点:在沉淀池内布置新型双向流斜板(由一个多层折叠式斜板单元模块和两个倾斜滑梯式导泥板单元模块组成),将出水和沉泥分成两个独立区域,出水流向和排泥流向不同,出水和排泥互不干扰;增加沉淀池有效沉淀面积,提高沉淀效率,减少占地,降低土建投资;出水和排泥过程独立,排泥时间增加,沉泥含水率增加,减少厂区自用水量;沉淀池进水、出水区设置穿孔花墙与双向流斜板沉淀装置相对应,多层折叠式斜板单元斜板底部的三角形区域和滑梯式导泥板单元处不通水。沉淀池底部采用重力排泥斗,根据水力学特点,多斗共用一根排泥干管,均匀泄流,无堵塞。每根干管安装电动排泥阀,快开排泥,实现远程和现场两种控制方式排泥,排泥顺畅,维护简单。Compared with similar products, the utility model has remarkable features: a new type of two-way flow inclined plate (composed of a multi-layer folding inclined plate unit module and two inclined slide type mud guide unit modules) is arranged in the sedimentation tank, and the water outlet It is divided into two independent areas with sedimentation, the flow direction of water outlet and mud discharge are different, and water outlet and mud discharge do not interfere with each other; the effective sedimentation area of the sedimentation tank is increased, the sedimentation efficiency is improved, the land occupation is reduced, and the civil construction investment is reduced; the water outlet and mud discharge process are independent , the mud discharge time increases, the water content of the sediment increases, and the water consumption of the plant area is reduced; the water inlet and outlet areas of the sedimentation tank are equipped with perforated flower walls corresponding to the two-way flow inclined plate sedimentation device, and the triangular area at the bottom of the inclined plate of the multi-layer folding inclined plate unit and the slide type mud deflector unit are not connected to water. The bottom of the sedimentation tank adopts a gravity mud discharge bucket. According to the hydraulic characteristics, multiple buckets share a single mud discharge pipe to discharge evenly without clogging. Each main pipe is equipped with an electric mud discharge valve, which can be quickly opened to discharge mud, realizing remote and on-site control of mud discharge, smooth mud discharge, and simple maintenance.
附图说明: Description of drawings:
图1为本实用新型结构示意图。Fig. 1 is the structural representation of the utility model.
图2为本实用新型配水花墙结构示意图。Fig. 2 is a schematic diagram of the structure of the water distribution flower wall of the utility model.
图3为本实用新斜板沉淀装置结构示意图。Fig. 3 is a structural schematic diagram of the inclined plate precipitation device of the present invention.
具体实施方式: Detailed ways:
如图1所示的新型双向流斜板沉淀池,池内设置双向流斜板沉淀装置,如图3所示多层折叠式斜板单元1两侧紧密连接有不同于折叠式斜板倾斜方向的滑梯式导泥板单元2。多层折叠式斜板单元为单片折叠式斜板在垂直方向按照相同中心轴线、相同间距,组合成多层折叠式斜板单元。滑梯式导泥板由单片导泥板按照一定倾斜方向组合而成。双向流斜板沉淀池底部设有重力排泥斗3,重力排泥斗多斗接通一排泥干管,每一排泥干管4上安装电动排泥阀5;沉淀池进水和出水端设置如图2所示的配水花墙6。The new two-way flow inclined plate sedimentation tank as shown in Figure 1, the two-way flow inclined plate sedimentation device is set in the pool, as shown in Figure 3, the two sides of the multi-layer folded
工作时,水流通过配水花墙进入双向流斜板沉淀装置的折叠式斜板,在斜板内完成泥水分离,沉泥通过倾斜滑梯式导泥板滑落到底部重力排泥斗,然后通过电动排泥阀快开排泥,出水通过另一面配水花墙均匀出流。When working, the water flow enters the folding sloping plate of the two-way flow sloping plate sedimentation device through the water distribution wall, and the mud-water separation is completed in the sloping plate, and the sediment slides down through the inclined slide type mud guide plate to the bottom gravity mud discharge bucket, and then through the electric mud discharge The valve is quickly opened to discharge mud, and the outlet water flows out evenly through the other side of the spray wall.
Claims (7)
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| Application Number | Priority Date | Filing Date | Title |
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| CNU2007200161600U CN201143394Y (en) | 2007-11-23 | 2007-11-23 | Novel bidirectional flow inclined plate sedimentation tank |
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| CNU2007200161600U CN201143394Y (en) | 2007-11-23 | 2007-11-23 | Novel bidirectional flow inclined plate sedimentation tank |
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| CNU2007200161600U Expired - Lifetime CN201143394Y (en) | 2007-11-23 | 2007-11-23 | Novel bidirectional flow inclined plate sedimentation tank |
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Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101862555A (en) * | 2010-07-09 | 2010-10-20 | 哈尔滨工业大学 | Three-stage water purification method for slightly polluted water source and used sedimentation device |
| CN101569801B (en) * | 2009-05-27 | 2011-01-12 | 哈尔滨工业大学 | Inclined plate sedimentation tank with side swirl flow |
| CN104096386A (en) * | 2014-07-03 | 2014-10-15 | 杭州天宇环保工程实业有限公司 | Combined-type sloping plate for sedimentation tank |
| CN104174192A (en) * | 2014-09-11 | 2014-12-03 | 扬州大学 | Inverted V-shaped plate sedimentation device |
| CN110422920A (en) * | 2019-08-30 | 2019-11-08 | 河南蔚蓝水处理技术有限公司 | Level stream settling apparatus and its level stream inclined plate module |
| CN112520903A (en) * | 2020-12-18 | 2021-03-19 | 哈尔滨工业大学水资源国家工程研究中心有限公司 | Seawater desalination pretreatment system and use method thereof |
| CN113893583A (en) * | 2021-10-12 | 2022-01-07 | 怀化辰州机械有限责任公司 | Tailing slurry sedimentation separation and reconstruction integrated device |
| CN114772820A (en) * | 2022-05-25 | 2022-07-22 | 哈尔滨工业大学水资源国家工程研究中心有限公司 | Backwashing water recovery equipment |
| CN114988541A (en) * | 2022-05-31 | 2022-09-02 | 中国五冶集团有限公司 | Method for installing folded plate of modular flocculation tank |
-
2007
- 2007-11-23 CN CNU2007200161600U patent/CN201143394Y/en not_active Expired - Lifetime
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101569801B (en) * | 2009-05-27 | 2011-01-12 | 哈尔滨工业大学 | Inclined plate sedimentation tank with side swirl flow |
| CN101862555A (en) * | 2010-07-09 | 2010-10-20 | 哈尔滨工业大学 | Three-stage water purification method for slightly polluted water source and used sedimentation device |
| CN101862555B (en) * | 2010-07-09 | 2012-07-04 | 哈尔滨工业大学 | Micro-polluted water source three-stage coupled water purifying method and used settling device |
| CN104096386A (en) * | 2014-07-03 | 2014-10-15 | 杭州天宇环保工程实业有限公司 | Combined-type sloping plate for sedimentation tank |
| CN104174192A (en) * | 2014-09-11 | 2014-12-03 | 扬州大学 | Inverted V-shaped plate sedimentation device |
| CN110422920A (en) * | 2019-08-30 | 2019-11-08 | 河南蔚蓝水处理技术有限公司 | Level stream settling apparatus and its level stream inclined plate module |
| CN112520903A (en) * | 2020-12-18 | 2021-03-19 | 哈尔滨工业大学水资源国家工程研究中心有限公司 | Seawater desalination pretreatment system and use method thereof |
| CN113893583A (en) * | 2021-10-12 | 2022-01-07 | 怀化辰州机械有限责任公司 | Tailing slurry sedimentation separation and reconstruction integrated device |
| CN114772820A (en) * | 2022-05-25 | 2022-07-22 | 哈尔滨工业大学水资源国家工程研究中心有限公司 | Backwashing water recovery equipment |
| CN114988541A (en) * | 2022-05-31 | 2022-09-02 | 中国五冶集团有限公司 | Method for installing folded plate of modular flocculation tank |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CX01 | Expiry of patent term |
Granted publication date: 20081105 |