WO2019195997A1 - Printing and dyeing wastewater pre-treatment apparatus - Google Patents

Printing and dyeing wastewater pre-treatment apparatus Download PDF

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Publication number
WO2019195997A1
WO2019195997A1 PCT/CN2018/082426 CN2018082426W WO2019195997A1 WO 2019195997 A1 WO2019195997 A1 WO 2019195997A1 CN 2018082426 W CN2018082426 W CN 2018082426W WO 2019195997 A1 WO2019195997 A1 WO 2019195997A1
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chamber
tank
motor
printing
inlet pipe
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PCT/CN2018/082426
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French (fr)
Chinese (zh)
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龚金凤
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龚金凤
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Priority to PCT/CN2018/082426 priority Critical patent/WO2019195997A1/en
Publication of WO2019195997A1 publication Critical patent/WO2019195997A1/en

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    • BPERFORMING OPERATIONS; TRANSPORTING
    • B01PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
    • B01DSEPARATION
    • B01D21/00Separation of suspended solid particles from liquids by sedimentation
    • B01D21/01Separation of suspended solid particles from liquids by sedimentation using flocculating agents
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B01PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
    • B01DSEPARATION
    • B01D36/00Filter circuits or combinations of filters with other separating devices
    • B01D36/04Combinations of filters with settling tanks
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F9/00Multistage treatment of water, waste water or sewage

Definitions

  • the utility model relates to the technical field of sewage treatment devices, in particular to a printing and dyeing sewage pretreatment device.
  • the textile printing and dyeing wastewater has the characteristics of large water volume, high organic pollutant content, large alkalinity and large water quality change. It is one of the difficult industrial wastewaters, and the wastewater contains dyes and pulp. Materials, additives, oil agents, acid and alkali, fiber impurities, sand materials, inorganic salts, etc.
  • the concentration of sewage produced by textile printing and dyeing is relatively high.
  • the treatment of common sewage is centralized treatment, which reduces the treatment cost.
  • the pipeline transportation is prone to blockage and other problems.
  • the pipeline needs frequent maintenance and reduces sewage treatment efficiency. Increase processing costs.
  • the present invention provides the following technical solutions:
  • a printing and dyeing sewage pretreatment device comprises a sedimentation tank and a flocculation tank, wherein the sedimentation tank comprises an upper tank chamber and a lower tank chamber, and the upper tank chamber is connected through the top end of the lower tank chamber, and the upper tank chamber and the lower pool chamber are both cylindrical structure design, upper One end of the chamber is connected to the first inlet pipe, and the other end of the first inlet pipe is connected to the second inlet pipe. The other end of the second inlet pipe is connected to the sewage discharge system, and the other end of the upper chamber is connected to the drain pipe. The top end of the drain pipe is connected to the flocculation tank on the side close to the upper chamber cavity, and the motor is arranged in the flocculation box.
  • the motor is fixed on the inner wall of the flocculation tank through the bracket rod.
  • the motor shaft of the motor is a hollow shaft, and the motor shaft of the motor is worn at the top.
  • the top end of the flocculation tank is connected to the hopper, and the motor shaft of the motor is connected to the flocculation tank through the bearing.
  • the bottom end of the motor shaft of the motor is connected to the centrifugal cylinder, and the outer circumference of the centrifugal cylinder is evenly arranged in the circumferential direction.
  • the stirring blade is provided with a plurality of discharge holes uniformly in the lower part of the outer circular surface of the centrifugal cylinder, and a side of the drainage pipe away from the flocculation tank is provided with a diverter plate, and the diverter plate is a curved plate and is divided.
  • a filter mesh is fixedly connected to the left side of the top end of the plate, and a drain hole is arranged at a bottom end of the drain pipe, the drain hole corresponds to the flow splitter plate in a vertical direction, and the bottom end of the drain hole is connected through the drain pipe to the lower pool cavity.
  • a partition plate is arranged in the lower chamber, and a plurality of through holes are evenly arranged on the partition plate.
  • the partition plate is arranged above the water outlet end of the drain pipe, and a sewage pump is arranged at the bottom of the lower tank cavity, and the sewage pump passes through the connecting pipe and the sludge collecting place. connection.
  • the diameter of the upper chamber is larger than the diameter of the lower chamber.
  • the diameter of the first inlet pipe is larger than the diameter of the second inlet pipe.
  • the outer circumference of the outer circumference of the centrifugal cylinder is uniformly provided with two or three stirring blades.
  • the filter screen is a tilted arrangement.
  • the diameter of the through hole is greater than 5 cm.
  • the utility model realizes preliminary sedimentation and flocculation treatment of sewage by setting sedimentation tank and flocculation tank, reduces solid particulate matter in sewage, reduces sewage concentration, and facilitates normal discharge and circulation of sewage, and the whole structure design is scientific and reasonable.
  • the sewage discharge is uninterrupted to ensure the normal circulation of sewage.
  • FIG. 1 is a schematic structural view of a printing and dyeing sewage pretreatment apparatus according to the present invention
  • FIG. 2 is a schematic structural view of a partition plate of a printing and dyeing sewage pretreatment apparatus according to the present invention.
  • 1-precipitation tank 2-upper chamber chamber, 3-lower chamber chamber, 4-first inlet pipe, 5-second inlet pipe, 6-drain pipe, 7-flocc tank, 8-bracket rod, 9- Motor, 10-bearing, 11-feed hopper, 12-centrifuge, 13-stirring, 14-drain, 15-split, 16-filter, 17-sewage, 18-sewage, 19-isolated Plate, 20-through hole, 21-sewage pump, 22-connecting tube.
  • a printing and dyeing wastewater pretreatment apparatus includes a sedimentation tank 1 and a flocculation tank 7, and the sedimentation tank 1 includes an upper tank chamber 2 and a lower chamber chamber 3, and the upper chamber chamber 2 is connected through the lower chamber chamber.
  • the top of the chamber 3, the upper chamber 2 and the lower chamber 3 are both cylindrical structures, the diameter of the upper chamber 2 is larger than the diameter of the lower chamber 3, and the one end of the upper chamber 2 is connected to the first inlet pipe 4, The other end of the first inlet pipe 4 is connected to the second inlet pipe 5, and the other end of the second inlet pipe 5 is connected to the sewage discharge system.
  • the diameter of the first inlet pipe 4 is larger than the diameter of the second inlet pipe 5,
  • the other end of the upper chamber 2 is connected to the drain pipe 6.
  • the top end of the drain pipe 6 is adjacent to the upper chamber 2 and is connected to the flocculation tank 7 .
  • the flocc tank 7 is provided with a motor 9 . 9 is fixed on the inner wall of the flocculation box 7 by the bracket rod 8.
  • the motor shaft of the motor 9 is a hollow shaft, and the motor shaft end of the motor 9 passes through the top end of the flocculation tank 7 and is connected to the hopper 11 through, and the motor shaft of the motor 9 passes through the bearing.
  • a splitter plate 15 is disposed on one side, and the splitter plate 15 is a curved plate.
  • a filter net 16 is fixedly connected to the left end of the top end of the splitter plate 15.
  • the filter net 16 is disposed obliquely, and the bottom end of the drain pipe 6 is provided.
  • the plate 19 has a plurality of through holes 20 uniformly disposed on the partitioning plate 19.
  • the partitioning plate 19 is disposed above the water outlet end of the drain pipe 18.
  • the diameter of the through hole 20 is greater than 5 cm, and the bottom of the lower cell cavity 3 is provided with sewage.
  • the pump 21, the sewage pump 21 is connected to the sludge collection portion through a connecting pipe 22.
  • the sewage enters the first inlet pipe 4 through the second inlet pipe 5, and then enters the upper pool cavity 2. Since the space of the upper pool cavity 2 is larger than the space of the first inlet pipe 4, the second inlet pipe 4 The space is larger than the space of the first inlet water 5, so that the flow rate of the water is gradually reduced, and the water flow is slowly entered into the upper chamber 2, so that the solid matter in the sewage is precipitated in the sedimentation tank 1, and the precipitated fixed substance enters the lower chamber cavity. At the bottom of the 3, the precipitated sewage enters the drain pipe 6, and the flocculant is added through the hopper 11.
  • the flocculant is mixed with the floating particles in the sewage, flocculated into a block, and the sewage 16 and the splitter 16 act together to discharge the sewage.
  • the hole 17 is discharged, and enters the bottom of the lower tank chamber 3 through the sewage pipe 18, and is discharged by the sewage pump 21 to initially realize sedimentation and flocculation treatment of the sewage, reduce solid particles in the sewage, reduce the concentration of the sewage, and facilitate the normal discharge of the sewage.

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  • Chemical & Material Sciences (AREA)
  • Chemical Kinetics & Catalysis (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Hydrology & Water Resources (AREA)
  • Engineering & Computer Science (AREA)
  • Environmental & Geological Engineering (AREA)
  • Water Supply & Treatment (AREA)
  • Organic Chemistry (AREA)
  • Separation Of Suspended Particles By Flocculating Agents (AREA)

Abstract

Disclosed is a printing and dyeing wastewater pre-treatment apparatus, comprising a sedimentation tank (1) and a flocculation container (7). The sedimentation tank (1) comprises an upper tank cavity (2) and a lower tank cavity (3), one side end of the upper tank cavity (2) being in communication with a first inlet pipe (4), and the other end of the first inlet pipe (4) being in communication with a second inlet pipe (5); and the other end of the upper tank cavity (2) being in communication with a discharge pipe (6). The flocculation container (7) is in communication with a side, close to the upper tank cavity (2), of a top end of the discharge pipe (6), and an electric motor (9) is provided in the flocculation container (7). A motor shaft of the electric motor (9) is a hollow shaft, a top end of the motor shaft of the electric motor (9) penetrating a top end of the flocculation container (7) and being in communication with a feeding hopper (11), and a bottom end of the motor shaft of the electric motor (9) being in communication with a centrifugal barrel (12). Several blending blades (13) are uniformly arranged on an upper portion of an outer circular surface of the centrifugal barrel (12) in a circumferential direction. Providing the sedimentation tank (1) and the flocculation container (7) realizes preliminary sedimentation and flocculation treatment of wastewater, thereby reducing solid particles in the wastewater, lowering the concentration thereof in the wastewater and facilitating the normal discharge and circulation of the wastewater.

Description

一种印染污水预处理装置Printing and dyeing sewage pretreatment device 技术领域Technical field
本实用新型涉及污水处理装置技术领域,具体为一种印染污水预处理装置。The utility model relates to the technical field of sewage treatment devices, in particular to a printing and dyeing sewage pretreatment device.
背景技术Background technique
随着纺织印染工业的发展,印染废水对环境的影响日益加骤,印染工业废水的治理研发成果也不断地得到转化应用,膜分离技术是一种新型高效、环保的分离技术,随着膜分离技术在国内的不断发展和进步,使得现代高科技的膜分离技术(主要有超滤、纳滤和反渗透技术)已在印染工业中得到了广泛成功应用,并产生了良好的经济和社会效益,为印染行业的技术革新带来新机遇,纺织印染废水具有水量大、有机污染物含量高、碱性大、水质变化大等特点,属难处理的工业废水之一,废水中含有染料、浆料、助剂、油剂、酸碱、纤维杂质、砂类物质、无机盐等。With the development of textile printing and dyeing industry, the impact of printing and dyeing wastewater on the environment is increasing. The research and development of printing and dyeing industrial wastewater is also continuously transformed. Membrane separation technology is a new type of efficient and environmentally friendly separation technology. The continuous development and advancement of technology in China has made modern high-tech membrane separation technology (mainly ultrafiltration, nanofiltration and reverse osmosis technology) widely used in the printing and dyeing industry, and has produced good economic and social benefits. It brings new opportunities for technological innovation in the printing and dyeing industry. The textile printing and dyeing wastewater has the characteristics of large water volume, high organic pollutant content, large alkalinity and large water quality change. It is one of the difficult industrial wastewaters, and the wastewater contains dyes and pulp. Materials, additives, oil agents, acid and alkali, fiber impurities, sand materials, inorganic salts, etc.
纺织印染产生的污水浓度偏高,通常的污水的处理都是集中处理,降低处理成本,但是印染污水由于浓度偏高,管道运输中容易造成堵塞等问题,管道需要经常维护,降低污水处理效率,增加处理成本。The concentration of sewage produced by textile printing and dyeing is relatively high. The treatment of common sewage is centralized treatment, which reduces the treatment cost. However, due to the high concentration of printing and dyeing wastewater, the pipeline transportation is prone to blockage and other problems. The pipeline needs frequent maintenance and reduces sewage treatment efficiency. Increase processing costs.
实用新型内容Utility model content
本实用新型的目的在于提供一种印染污水预处理装置,以解决上述背景技术中提出的问题。It is an object of the present invention to provide a printing and dyeing wastewater pretreatment apparatus to solve the problems set forth in the above background art.
为实现上述目的,本实用新型提供如下技术方案:To achieve the above object, the present invention provides the following technical solutions:
一种印染污水预处理装置,包括沉淀池和絮凝箱,沉淀池包括上池腔和下池腔,上池腔贯通连接在下池腔的顶端,上池腔和下池腔均是圆筒结构设计,上池腔的一侧端贯通连接第一进水管,第一进水管的另一端贯通连接第二进水管,第二进水管的另一端贯通连接污水排放系统,上池腔的另一端贯通连接排水管,排水管的顶端靠近上池腔的一侧贯通连接絮凝箱,絮凝箱内设有电机,电机通过支架杆固定在絮凝箱的内壁上,电机的电机轴是空心轴,电机的电机轴顶端穿过絮凝箱的顶端且贯通连接加料斗,电机的电机轴通过轴承转动连接在絮凝箱上,电机的电机轴底端贯通连接离心筒,离心筒的外圆面上部圆周方向 上均匀的设有若干搅拌叶,离心筒的外圆面下部均匀的设有若干排料孔,排水管的内部远离絮凝箱的一侧设有分流板,分流板是弧形板,分流板的顶端左侧固定连接有过滤网,排水管的底端设有排污孔,所述排污孔在竖直方向上与分流板相对应,排污孔的底端通过排污管贯通连接在下池腔的底部,下池腔内设有隔离板,隔离板上均匀的设有若干通孔,隔离板设在排污管出水端的上方,下池腔的底部设有排污泵,排污泵通过连接管与淤泥收集处贯通连接。A printing and dyeing sewage pretreatment device comprises a sedimentation tank and a flocculation tank, wherein the sedimentation tank comprises an upper tank chamber and a lower tank chamber, and the upper tank chamber is connected through the top end of the lower tank chamber, and the upper tank chamber and the lower pool chamber are both cylindrical structure design, upper One end of the chamber is connected to the first inlet pipe, and the other end of the first inlet pipe is connected to the second inlet pipe. The other end of the second inlet pipe is connected to the sewage discharge system, and the other end of the upper chamber is connected to the drain pipe. The top end of the drain pipe is connected to the flocculation tank on the side close to the upper chamber cavity, and the motor is arranged in the flocculation box. The motor is fixed on the inner wall of the flocculation tank through the bracket rod. The motor shaft of the motor is a hollow shaft, and the motor shaft of the motor is worn at the top. The top end of the flocculation tank is connected to the hopper, and the motor shaft of the motor is connected to the flocculation tank through the bearing. The bottom end of the motor shaft of the motor is connected to the centrifugal cylinder, and the outer circumference of the centrifugal cylinder is evenly arranged in the circumferential direction. The stirring blade is provided with a plurality of discharge holes uniformly in the lower part of the outer circular surface of the centrifugal cylinder, and a side of the drainage pipe away from the flocculation tank is provided with a diverter plate, and the diverter plate is a curved plate and is divided. a filter mesh is fixedly connected to the left side of the top end of the plate, and a drain hole is arranged at a bottom end of the drain pipe, the drain hole corresponds to the flow splitter plate in a vertical direction, and the bottom end of the drain hole is connected through the drain pipe to the lower pool cavity. At the bottom, a partition plate is arranged in the lower chamber, and a plurality of through holes are evenly arranged on the partition plate. The partition plate is arranged above the water outlet end of the drain pipe, and a sewage pump is arranged at the bottom of the lower tank cavity, and the sewage pump passes through the connecting pipe and the sludge collecting place. connection.
作为本实用新型更进一步的技术方案,上池腔的直径大于下池腔的直径。As a further technical solution of the present invention, the diameter of the upper chamber is larger than the diameter of the lower chamber.
作为本实用新型更进一步的技术方案,第一进水管的直径大于第二进水管的直径。As a further technical solution of the present invention, the diameter of the first inlet pipe is larger than the diameter of the second inlet pipe.
作为本实用新型更进一步的技术方案,离心筒的外圆面上部圆周方向上均匀的设有2~3个搅拌叶。According to still another aspect of the present invention, the outer circumference of the outer circumference of the centrifugal cylinder is uniformly provided with two or three stirring blades.
作为本实用新型更进一步的技术方案,过滤网是倾斜设置。As a further technical solution of the present invention, the filter screen is a tilted arrangement.
作为本实用新型更进一步的技术方案,通孔的直径大于5cm。As a further technical solution of the present invention, the diameter of the through hole is greater than 5 cm.
与现有技术相比,本实用新型通过设置沉淀池和絮凝箱实现对污水的初步沉淀、絮凝处理,降低污水中的固体颗粒物,降低污水浓度,便于污水的正常排放流通,整个结构设计科学合理,污水排放不间断,保证污水的正常流通。Compared with the prior art, the utility model realizes preliminary sedimentation and flocculation treatment of sewage by setting sedimentation tank and flocculation tank, reduces solid particulate matter in sewage, reduces sewage concentration, and facilitates normal discharge and circulation of sewage, and the whole structure design is scientific and reasonable. The sewage discharge is uninterrupted to ensure the normal circulation of sewage.
附图说明DRAWINGS
图1为本实用新型一种印染污水预处理装置的结构示意图;1 is a schematic structural view of a printing and dyeing sewage pretreatment apparatus according to the present invention;
图2为本实用新型一种印染污水预处理装置的隔离板的结构示意图。2 is a schematic structural view of a partition plate of a printing and dyeing sewage pretreatment apparatus according to the present invention.
图中:1-沉淀池,2-上池腔,3-下池腔,4-第一进水管,5-第二进水管,6-排水管,7-絮凝箱,8-支架杆,9-电机,10-轴承,11-加料斗,12-离心筒,13-搅拌叶,14-排料孔,15-分流板,16-过滤网,17-排污孔,18-排污管,19-隔离板,20-通孔,21-排污泵,22-连接管。In the picture: 1-precipitation tank, 2-upper chamber chamber, 3-lower chamber chamber, 4-first inlet pipe, 5-second inlet pipe, 6-drain pipe, 7-flocc tank, 8-bracket rod, 9- Motor, 10-bearing, 11-feed hopper, 12-centrifuge, 13-stirring, 14-drain, 15-split, 16-filter, 17-sewage, 18-sewage, 19-isolated Plate, 20-through hole, 21-sewage pump, 22-connecting tube.
具体实施方式detailed description
下面结合具体实施方式对本专利的技术方案作进一步详细地说明。The technical solutions of the present patent are further described in detail below in conjunction with specific embodiments.
请参阅图1~2,一种印染污水预处理装置,包括沉淀池1和絮凝箱7,所述沉淀池1 包括上池腔2和下池腔3,所述上池腔2贯通连接在下池腔3的顶端,上池腔2和下池腔3均是圆筒结构设计,上池腔2的直径大于下池腔3的直径,上池腔2的一侧端贯通连接第一进水管4,所述第一进水管4的另一端贯通连接第二进水管5,所述第二进水管5的另一端贯通连接污水排放系统,所述第一进水管4的直径大于第二进水管5的直径,所述上池腔2的另一端贯通连接排水管6,所述排水管6的顶端靠近上池腔2的一侧贯通连接絮凝箱7,所述絮凝箱7内设有电机9,所述电机9通过支架杆8固定在絮凝箱7的内壁上,电机9的电机轴是空心轴,电机9的电机轴顶端穿过絮凝箱7的顶端且贯通连接加料斗11,电机9的电机轴通过轴承10转动连接在絮凝箱7上,电机9的电机轴底端贯通连接离心筒12,所述离心筒12的外圆面上部圆周方向上均匀的设有若干搅拌叶13,离心筒12的外圆面下部均匀的设有若干排料孔14,所述排水管6的内部远离絮凝箱7的一侧设有分流板15,所述分流板15是弧形板,分流板15的顶端左侧固定连接有过滤网16,所述过滤网16是倾斜设置,所述排水管6的底端设有排污孔17,所述排污孔17在竖直方向上与分流板15相对应,排污孔17的底端通过排污管18贯通连接在下池腔3的底部,所述下池腔3内设有隔离板19,所述隔离板19上均匀的设有若干通孔20,隔离板19设在排污管18出水端的上方,所述通孔20的直径大于5cm,所述下池腔3的底部设有排污泵21,所述排污泵21通过连接管22与淤泥收集处贯通连接。Referring to FIGS. 1 and 2, a printing and dyeing wastewater pretreatment apparatus includes a sedimentation tank 1 and a flocculation tank 7, and the sedimentation tank 1 includes an upper tank chamber 2 and a lower chamber chamber 3, and the upper chamber chamber 2 is connected through the lower chamber chamber. The top of the chamber 3, the upper chamber 2 and the lower chamber 3 are both cylindrical structures, the diameter of the upper chamber 2 is larger than the diameter of the lower chamber 3, and the one end of the upper chamber 2 is connected to the first inlet pipe 4, The other end of the first inlet pipe 4 is connected to the second inlet pipe 5, and the other end of the second inlet pipe 5 is connected to the sewage discharge system. The diameter of the first inlet pipe 4 is larger than the diameter of the second inlet pipe 5, The other end of the upper chamber 2 is connected to the drain pipe 6. The top end of the drain pipe 6 is adjacent to the upper chamber 2 and is connected to the flocculation tank 7 . The flocc tank 7 is provided with a motor 9 . 9 is fixed on the inner wall of the flocculation box 7 by the bracket rod 8. The motor shaft of the motor 9 is a hollow shaft, and the motor shaft end of the motor 9 passes through the top end of the flocculation tank 7 and is connected to the hopper 11 through, and the motor shaft of the motor 9 passes through the bearing. 10 is rotatably connected to the flocculation tank 7, and the bottom end of the motor shaft of the motor 9 is connected to the centrifugal cylinder 12, A plurality of agitating blades 13 are uniformly disposed in a circumferential direction of the outer circumferential surface of the core tube 12, and a plurality of discharge holes 14 are uniformly disposed at a lower portion of the outer circular surface of the centrifuge tube 12, and the inside of the drain pipe 6 is away from the flocculation tank 7 A splitter plate 15 is disposed on one side, and the splitter plate 15 is a curved plate. A filter net 16 is fixedly connected to the left end of the top end of the splitter plate 15. The filter net 16 is disposed obliquely, and the bottom end of the drain pipe 6 is provided. There is a drain hole 17, which corresponds to the flow dividing plate 15 in the vertical direction, and the bottom end of the drain hole 17 is connected through the drain pipe 18 to the bottom of the lower chamber 3, and the lower chamber 3 is provided with isolation. The plate 19 has a plurality of through holes 20 uniformly disposed on the partitioning plate 19. The partitioning plate 19 is disposed above the water outlet end of the drain pipe 18. The diameter of the through hole 20 is greater than 5 cm, and the bottom of the lower cell cavity 3 is provided with sewage. The pump 21, the sewage pump 21 is connected to the sludge collection portion through a connecting pipe 22.
本实用新型使用时,污水通过第二进水管5进入第一进水管4内,然后进入上池腔2内,由于上池腔2的空间大于第一进水管4的空间,第二进水管4的空间大于第一进水5的空间,使得水的流速逐步降低,实现水流缓缓进入上池腔2内,便于污水中的固体物质在沉淀池1内进行沉淀,沉淀的固定物质进入下池腔3底部,沉淀后的污水进入排水管6内,通过加料斗11添加絮凝剂,絮凝剂与污水中的浮游颗粒物混合,絮结成块,经过滤网16和分流板16的共同作用,从排污孔17排出,经排污管18进入下池腔3的底部,有排污泵21排出,初步实现对污水的沉淀、絮凝处理,降低污水中的固体颗粒物,降低污水浓度,便于污水的正常排放流通。When the utility model is used, the sewage enters the first inlet pipe 4 through the second inlet pipe 5, and then enters the upper pool cavity 2. Since the space of the upper pool cavity 2 is larger than the space of the first inlet pipe 4, the second inlet pipe 4 The space is larger than the space of the first inlet water 5, so that the flow rate of the water is gradually reduced, and the water flow is slowly entered into the upper chamber 2, so that the solid matter in the sewage is precipitated in the sedimentation tank 1, and the precipitated fixed substance enters the lower chamber cavity. At the bottom of the 3, the precipitated sewage enters the drain pipe 6, and the flocculant is added through the hopper 11. The flocculant is mixed with the floating particles in the sewage, flocculated into a block, and the sewage 16 and the splitter 16 act together to discharge the sewage. The hole 17 is discharged, and enters the bottom of the lower tank chamber 3 through the sewage pipe 18, and is discharged by the sewage pump 21 to initially realize sedimentation and flocculation treatment of the sewage, reduce solid particles in the sewage, reduce the concentration of the sewage, and facilitate the normal discharge of the sewage.
上面对本专利的较佳实施方式作了详细说明,但是本专利并不限于上述实施方式,在 本领域的普通技术人员所具备的知识范围内,还可以在不脱离本专利宗旨的前提下作出各种变化。The preferred embodiments of the present invention have been described in detail above, but the present patent is not limited to the above embodiments, and various modifications may be made without departing from the scope of the patents of the present invention. Kind of change.

Claims (6)

  1. 一种印染污水预处理装置,其特征在于,包括沉淀池和絮凝箱,沉淀池包括上池腔和下池腔,上池腔贯通连接在下池腔的顶端,上池腔和下池腔均是圆筒结构设计,上池腔的一侧端贯通连接第一进水管,第一进水管的另一端贯通连接第二进水管,第二进水管的另一端贯通连接污水排放系统,上池腔的另一端贯通连接排水管,排水管的顶端靠近上池腔的一侧贯通连接絮凝箱,絮凝箱内设有电机,电机通过支架杆固定在絮凝箱的内壁上,电机的电机轴是空心轴,电机的电机轴顶端穿过絮凝箱的顶端且贯通连接加料斗,电机的电机轴通过轴承转动连接在絮凝箱上,电机的电机轴底端贯通连接离心筒,离心筒的外圆面上部圆周方向上均匀的设有若干搅拌叶,离心筒的外圆面下部均匀的设有若干排料孔,排水管的内部远离絮凝箱的一侧设有分流板,分流板是弧形板,分流板的顶端左侧固定连接有过滤网,排水管的底端设有排污孔,所述排污孔在竖直方向上与分流板相对应,排污孔的底端通过排污管贯通连接在下池腔的底部,下池腔内设有隔离板,隔离板上均匀的设有若干通孔,隔离板设在排污管出水端的上方,下池腔的底部设有排污泵,排污泵通过连接管与淤泥收集处贯通连接。A printing and dyeing sewage pretreatment device is characterized in that it comprises a sedimentation tank and a flocculation tank, the sedimentation tank comprises an upper tank chamber and a lower tank chamber, the upper chamber chamber is connected through the top end of the lower chamber chamber, and the upper chamber chamber and the lower chamber chamber are cylinders The structural design is such that one end of the upper chamber is connected to the first inlet pipe, the other end of the first inlet pipe is connected to the second inlet pipe, and the other end of the second inlet pipe is connected to the sewage discharge system, and the other end of the upper chamber The drain pipe is connected through the drain pipe, and the top end of the drain pipe is connected to the flocculation tank at a side close to the upper tank cavity. The motor is arranged in the flocculation box, and the motor is fixed on the inner wall of the flocculation tank through the bracket rod. The motor shaft of the motor is a hollow shaft, and the motor is The top end of the motor shaft passes through the top end of the flocculation tank and is connected to the hopper. The motor shaft of the motor is connected to the flocculation tank through the bearing. The bottom end of the motor shaft of the motor is connected to the centrifugal cylinder, and the outer circumference of the outer cylinder is evenly distributed in the circumferential direction. a plurality of stirring blades are arranged, and a plurality of discharge holes are uniformly arranged in a lower portion of the outer circular surface of the centrifugal cylinder, and a flow dividing plate is arranged on a side of the drainage pipe away from the flocculation tank, and the distribution plate is a filter plate is fixedly connected to the left side of the top end of the splitter plate, and a drain hole is arranged at a bottom end of the drain pipe, the drain hole corresponds to the flow splitter plate in a vertical direction, and the bottom end of the drain hole is connected through the drain pipe At the bottom of the lower chamber, a partition plate is arranged in the lower chamber, and a plurality of through holes are evenly arranged on the partition plate. The partition plate is arranged above the water outlet end of the drain pipe, and a sewage pump is arranged at the bottom of the lower tank chamber, and the sewage pump passes through the connecting pipe and The sludge collection site is connected through.
  2. 根据权利要求1所述的一种印染污水预处理装置,其特征在于,上池腔的直径大于下池腔的直径。A printing and dyeing wastewater pretreatment apparatus according to claim 1, wherein the diameter of the upper chamber is larger than the diameter of the lower chamber.
  3. 根据权利要求1所述的一种印染污水预处理装置,其特征在于,第一进水管的直径大于第二进水管的直径。A printing and dyeing wastewater pretreatment apparatus according to claim 1, wherein the diameter of the first inlet pipe is larger than the diameter of the second inlet pipe.
  4. 根据权利要求1所述的一种印染污水预处理装置,其特征在于,离心筒的外圆面上部圆周方向上均匀的设有2~3个搅拌叶。A printing and dyeing wastewater pretreatment apparatus according to claim 1, wherein the outer circumference of the outer circumference of the centrifugal cylinder is uniformly provided with two or three stirring blades.
  5. 根据权利要求1所述的一种印染污水预处理装置,其特征在于,过滤网是倾斜设置。A printing and dyeing wastewater pretreatment apparatus according to claim 1, wherein the filter screen is inclined.
  6. 根据权利要求1所述的一种印染污水预处理装置,其特征在于,通孔的直径大于5cm。A printing and dyeing wastewater pretreatment apparatus according to claim 1, wherein the through hole has a diameter of more than 5 cm.
PCT/CN2018/082426 2018-04-10 2018-04-10 Printing and dyeing wastewater pre-treatment apparatus WO2019195997A1 (en)

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Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111013205A (en) * 2020-02-05 2020-04-17 新昌德劳污水处理有限公司 Waste water sedimentation equipment for preliminary treatment of waste water
CN112374651A (en) * 2020-11-16 2021-02-19 徐大龙 Automatic sewage treatment tank
CN113476930A (en) * 2021-07-27 2021-10-08 林七妹 Urban sewage treatment equipment for environmental protection
CN113636680A (en) * 2021-08-11 2021-11-12 华亭煤业集团有限责任公司 Coal slime water treatment facilities of coal washing processing
CN115138139A (en) * 2022-09-01 2022-10-04 山东省水利科学研究院 Detachable and convertible multi-stage foundation pit sewage storage device based on hydraulic engineering
CN115343127A (en) * 2022-08-15 2022-11-15 生态环境部南京环境科学研究所 Pretreatment device and pretreatment method for detecting residual agricultural chemicals

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN201510784U (en) * 2009-06-16 2010-06-23 上海科玛环保工程有限公司 Efficient precipitation device with micro-sand circulation
JP2010207670A (en) * 2009-03-07 2010-09-24 Yonezaki:Kk Device for treating turbid water
CN206414810U (en) * 2017-01-20 2017-08-18 赣州齐畅新材料有限公司 A kind of rare earth oxide produces special settler
CN206526603U (en) * 2017-03-09 2017-09-29 天津佳润士新材料科技有限公司 A kind of new municipal administration sewage disposal settling tank
CN107321051A (en) * 2017-08-25 2017-11-07 深圳市花蘑菇网络科技有限公司 A kind of impurities removal filter plant for sewage disposal
CN207137439U (en) * 2017-08-13 2018-03-27 贾新奎 A kind of settler for life kind sewage

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2010207670A (en) * 2009-03-07 2010-09-24 Yonezaki:Kk Device for treating turbid water
CN201510784U (en) * 2009-06-16 2010-06-23 上海科玛环保工程有限公司 Efficient precipitation device with micro-sand circulation
CN206414810U (en) * 2017-01-20 2017-08-18 赣州齐畅新材料有限公司 A kind of rare earth oxide produces special settler
CN206526603U (en) * 2017-03-09 2017-09-29 天津佳润士新材料科技有限公司 A kind of new municipal administration sewage disposal settling tank
CN207137439U (en) * 2017-08-13 2018-03-27 贾新奎 A kind of settler for life kind sewage
CN107321051A (en) * 2017-08-25 2017-11-07 深圳市花蘑菇网络科技有限公司 A kind of impurities removal filter plant for sewage disposal

Cited By (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111013205A (en) * 2020-02-05 2020-04-17 新昌德劳污水处理有限公司 Waste water sedimentation equipment for preliminary treatment of waste water
CN112374651A (en) * 2020-11-16 2021-02-19 徐大龙 Automatic sewage treatment tank
CN112374651B (en) * 2020-11-16 2021-11-12 徐大龙 Automatic sewage treatment tank
CN113476930A (en) * 2021-07-27 2021-10-08 林七妹 Urban sewage treatment equipment for environmental protection
CN113476930B (en) * 2021-07-27 2022-08-12 河北恒华盛世环保科技股份有限公司 Urban sewage treatment equipment for environmental protection
CN113636680A (en) * 2021-08-11 2021-11-12 华亭煤业集团有限责任公司 Coal slime water treatment facilities of coal washing processing
CN115343127A (en) * 2022-08-15 2022-11-15 生态环境部南京环境科学研究所 Pretreatment device and pretreatment method for detecting residual agricultural chemicals
CN115343127B (en) * 2022-08-15 2023-05-19 生态环境部南京环境科学研究所 Pretreatment device and pretreatment method for detecting residual agricultural chemicals
CN115138139A (en) * 2022-09-01 2022-10-04 山东省水利科学研究院 Detachable and convertible multi-stage foundation pit sewage storage device based on hydraulic engineering
CN115138139B (en) * 2022-09-01 2022-11-29 山东省水利科学研究院 Detachable and convertible multi-stage foundation pit sewage storage device based on hydraulic engineering

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