CN103112964A - Wastewater treatment system and technological process of wastewater treatment - Google Patents

Wastewater treatment system and technological process of wastewater treatment Download PDF

Info

Publication number
CN103112964A
CN103112964A CN2013100291816A CN201310029181A CN103112964A CN 103112964 A CN103112964 A CN 103112964A CN 2013100291816 A CN2013100291816 A CN 2013100291816A CN 201310029181 A CN201310029181 A CN 201310029181A CN 103112964 A CN103112964 A CN 103112964A
Authority
CN
China
Prior art keywords
water
sewage
chamber
semi
tablet
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
CN2013100291816A
Other languages
Chinese (zh)
Other versions
CN103112964B (en
Inventor
陈骐
刘我翔
王毅
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Fujian Nanda Environmental Protection Technology Co ltd
Original Assignee
Individual
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Individual filed Critical Individual
Priority to CN201310029181.6A priority Critical patent/CN103112964B/en
Publication of CN103112964A publication Critical patent/CN103112964A/en
Application granted granted Critical
Publication of CN103112964B publication Critical patent/CN103112964B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Treatment Of Biological Wastes In General (AREA)
  • Water Treatment By Electricity Or Magnetism (AREA)

Abstract

The invention relates to a wastewater treatment system and a technological process of wastewater treatment. The wastewater treatment system is characterized by successively comprising a pretreatment chamber, an aeration chamber and a clarification chamber according to the wastewater flowing line, wherein a sleeve-type wastewater treatment device with a circuitous spiral waterway is arranged in the clarification chamber; the sleeve-type wastewater treatment device is provided with a water inlet and a water outlet; and the water outlet extends out of the clarifying chamber body. The wastewater treatment system has the advantages that 1, multilayer separation and chlorination treatment are carried out on the wastewater entering the device, so that the sewage is filtered layer by layer, multilayer sedimentation is realized, and the filtering effect is better; 2, the device, particularly the sleeve-type wastewater treatment device is integrally detachable, so that the device is convenient to clean, filtering membranes are not required, and the use cost is reduced; and 3, the water flow is balanced during wastewater treatment, and the filtration, sterilization and retreatment are efficiently carried out through balanced flow under different load conditions.

Description

Sewage treatment systems and the technical process of disposing of sewage
Technical field:
The technical process that the present invention relates to a kind of Sewage treatment systems and dispose of sewage.
 
Background technology:
Sewage, be often referred to be subjected to certain that pollute, from life and the waste water produced.Sewage mainly contains sanitary sewage, organic waste water, trade effluent and early-stage rainwater.The principal pollutant of sewage have the pathogenic agent pollutent, oxygen consumption pollutent, plant nutrient, toxic pollutant etc.
The sewage disposal device processing efficiency that present sewage work adopts is low, weak effect, can not satisfy day by day serious water and pollute.
 
Summary of the invention:
The object of the present invention is to provide a kind of Sewage treatment systems, this Sewage treatment systems is not only simple in structure, reasonable in design, and is conducive to carry out efficiently sewage disposal.
Sewage treatment systems of the present invention, it is characterized in that: include successively pretreatment chamber, solarization air cell and clarifying chamber according to the effluent stream via line, be provided with the telescopic apparatus for treating sewage with the roundabout water channel that spirals in described clarifying chamber, described telescopic apparatus for treating sewage is provided with entery and delivery port, and it is external that water outlet stretches out the clarifying chamber.
above-mentioned telescopic apparatus for treating sewage comprises overcoat, middle cover, inner sleeve, and be located at case in tubular in interior body, described internal box top is provided with closed component, be provided with the baffle group piece installing in internal box, described overcoat middle and lower part is provided with water-in, in the aquaporin of crossing that puts be located at its top, a row water hole in described inner sleeve is located at its middle and upper part, closed component is provided with two semi-discs that straight flange shifts to install up and down, be provided with dividing plate between two semi-discs to separate two semi-discs, two semi-discs all are positioned at the water hole lower position, internal box is positioned at below two semi-discs, be provided with the water breach on the semi-disc that is provided with water hole one side, this crosses the water breach by inner sleeve, the upper cavity that dividing plate and semi-disc form, the lower chamber that forms with inner sleeve and internal box is connected, the baffle group piece installing that is provided with in internal box is made of the stacked baffle plate in interval layer by layer, be provided with outlet pass with the formation water channel that spirals on stacked baffle plate, the water channel that spirals is communicated with every mouth and water outlet with the dislocation that the two halves disk forms.
Above-mentionedly be provided with the perpendicular tablet chlorination pipe that is provided with on the semi-disc bottom of water hole one side, be provided with connecting pipe between described water hole and tablet chlorination pipe, be equiped with dry chlorination tablet in described tablet chlorination pipe, this tablet chlorination pipe bottom be provided with several with semi-disc in the through hole that is connected.
A row water hole that puts in above-mentioned has several.
Above-mentioned internal box bottom is provided with the crescent breach, is connected in lower chamber that inner sleeve and internal box form and internal box to allow.
Above-mentioned baffle plate upper and lower surface is provided with convex tendon straggly, in order to deposition of dirt, is formed with water space between convex tendon straggly, and should respectively cross water space namely becomes the water channel that spirals.
Also perpendicularly on above-mentioned semi-disc bottom in water outlet one side be provided with tablet dechlorination pipe, be equiped with dry dechlorination tablet in described tablet dechlorination pipe, this tablet dechlorination pipe bottom be provided with several with semi-disc in the through hole that is connected.
Above-mentioned pretreatment chamber top is provided with the sewage import, and the port of described pretreatment chamber and solarization air cell is positioned at its wall top, is provided with electro-motor in described solarization air cell and is positioned at aeration nozzle or the suction port of electro-motor lower end; On the axle of described electro-motor with a foam flow deflector far above the waste water normal level.
Above-mentioned solarization air cell and top, clarifying chamber are equipped with ventilation hole; Water stream channel between described solarization air cell and clarifying chamber is located at its bottom of separating wall body.
the technical process of sewage disposal of the present invention, it is characterized in that: sewage enters pretreatment chamber from the sewage import, carried out first precipitation, then enter solarization air cell by port, enter the clarifying chamber by water stream channel under the aeration effect of solarization air cell, water in the clarifying chamber first enters by the overcoat sewage import of telescopic apparatus for treating sewage, the cavity of water body between apparatus for treating sewage overcoat and middle cover stagnated, dirt is further precipitated, water body again through in cover cross the chamber that aquaporin enters middle cover and inner sleeve formation, water body then enters tablet chlorination pipe 16 from the interior water hole that puts by connecting pipe 1601, and by entering in lower chamber from crossing the overflow of water breach after upper cavity, the water of lower chamber enters in internal box through the crescent breach, water in internal box is from bottom to top through spiraling water channel, dislocation is every mouth, after obtaining precipitating furtherly, dirt discharges from water outlet.
Advantage of the present invention: 1, sewage can carry out multilayer separation, chloridized after entering apparatus of the present invention, and dirt is filtered from level to level, realizes the multilayer sedimentation, makes filter effect better; 2, apparatus of the present invention, particularly telescopic apparatus for treating sewage integral body is dismountable, thereby has facilitated cleaning, need not filtering membrane, has reduced use cost; 3, apparatus of the present invention make current be able to equilibrium when disposing of sewage; Flow by equilibrium under discomfort that can be in treating processes or different loads condition, filter, sterilization and again treating processes keep efficient.
?
Description of drawings:
Fig. 1 is organigram of the present invention;
Fig. 2 is the sectional axonometric drawing of the telescopic apparatus for treating sewage of the present invention;
Fig. 3 is the sectional view of the telescopic apparatus for treating sewage of the present invention;
Fig. 4 is the vertical view of the telescopic apparatus for treating sewage of the present invention;
Fig. 5 is the A-A sectional view of Fig. 4.
?
Embodiment:
Sewage treatment systems of the present invention, include successively pretreatment chamber 1, solarization air cell 2 and clarifying chamber 3 according to the effluent stream via line, be provided with the telescopic apparatus for treating sewage 4 with the roundabout water channel that spirals in described clarifying chamber 3, described telescopic apparatus for treating sewage is provided with entery and delivery port 5,6, and it is external that water outlet 6 stretches out the clarifying chamber.Due to the roundabout water channel that spirals being set, thereby the dirt in sewage can be precipitated preferably, good filtration effect.
for reasonable in design, can more effectively filter, above-mentioned telescopic apparatus for treating sewage 4 comprises overcoat 7, middle cover 8, inner sleeve 9, and be located at case 10 in tubular in interior body, described internal box 10 tops are provided with closed component 11, be provided with baffle group piece installing 12 in internal box, described overcoat 7 middle and lower parts are provided with water-in 5, the water channel 8 01 of crossing on middle cover 8 is located at its top, a row water hole 901 in described inner sleeve 9 is located at its middle and upper part, closed component 11 is provided with two semi-discs 1101 that straight flange shifts to install up and down, be provided with dividing plate 1102 between two semi-discs to separate two semi-discs, two semi-discs all are positioned at water hole 901 lower positions, internal box 10 is positioned at two semi-disc 1101 belows, be provided with water breach 1103 on the semi-disc that is provided with water hole one side, this is crossed water breach 1103 and allows inner sleeve 9, the upper cavity 13 that dividing plate 1102 and semi-disc 1101 form, the lower chamber 14 that forms with inner sleeve 9 and internal box 1 is connected, the baffle group piece installing 12 that is provided with in internal box is made of the stacked baffle plate 1201 in interval layer by layer, be provided with outlet pass with the formation water channel that spirals on stacked baffle plate, the water channel that spirals is communicated with every mouth 15 and water outlet 6 with the dislocation that two semi-discs 1101 form.Water body is through overcoat, middle cover, inner sleeve, dirt precipitates in the gap between them respectively, once more precipitate when entering upper cavity 13, precipitation is arranged again when then entering lower chamber 14, water body enter in baffle group piece installing 12 due to the stacked baffle plate 1201 in interval layer by layer make dirt again multilayer intercept precipitation, thereby make the water body contamination filtrating more thorough.
For to the water body chloridized, above-mentionedly be provided with the perpendicular tablet chlorination pipe 16 that is provided with on the semi-disc bottom of water hole 901 1 sides, be provided with connecting pipe 1601(such as Fig. 4,5 between described water hole 901 and tablet chlorination pipe 16), be equiped with dry chlorination tablet in described tablet chlorination pipe 16, this tablet chlorination pipe bottom be provided with several with semi-disc in the through hole 17 that is connected.Tablet chlorination pipe 16 this sets are conducive to the chloridized of water.
Need in order to cross water, a row water hole that puts in above-mentioned has several.
Above-mentioned internal box 10 bottoms are provided with crescent breach 18, are connected in lower chamber that inner sleeve and internal box form and internal box to allow.
For reasonable in design, above-mentioned baffle plate 1201 upper and lower surfaces are provided with convex tendon straggly 1202, in order to deposition of dirt, are formed with water space between convex tendon straggly, and should respectively cross water space namely becomes the water channel that spirals.
Further chloridized for water body, the also perpendicular tablet dechlorination pipe 19 that is provided with on above-mentioned semi-disc bottom in water outlet one side, be equiped with dry dechlorination tablet in described tablet dechlorination pipe, this tablet dechlorination pipe bottom be provided with several with semi-disc in the through hole that is connected.
For reasonable in design, above-mentioned pretreatment chamber top is provided with sewage import 101, the port 201 of described pretreatment chamber 1 and solarization air cell 2 is positioned at its wall top, is provided with electro-motor 202 in described solarization air cell 2 and is positioned at aeration nozzle or the suction port 203 of electro-motor lower end; On the axle of described electro-motor 202 with a foam flow deflector 204 far above the waste water normal level.
For reasonable in design, above-mentioned solarization air cell 2 and 3 tops, clarifying chamber are equipped with ventilation hole 301; Water stream channel 302 between described solarization air cell 2 and clarifying chamber 3 is located at its bottom of separating wall body.
the technical process of sewage disposal of the present invention, sewage enters pretreatment chamber from the sewage import, carried out first precipitation, then enter solarization air cell by port, enter the clarifying chamber by water stream channel under the aeration effect of solarization air cell, water in the clarifying chamber first enters by the overcoat sewage import of telescopic apparatus for treating sewage, the cavity of water body between apparatus for treating sewage overcoat and middle cover stagnated, dirt is further precipitated, water body again through in cover cross the chamber that aquaporin enters middle cover and inner sleeve formation, water body then enters tablet chlorination pipe 16 from the interior water hole that puts by connecting pipe 1601, enter in lower chamber from crossing the overflow of water breach after upper cavity again, the water of lower chamber enters in internal box through the crescent breach, water in internal box is from bottom to top through spiraling water channel, dislocation is every mouth, after obtaining precipitating furtherly, dirt discharges from water outlet.
Advantage of the present invention: 1, sewage can carry out multilayer separation, chloridized after entering apparatus of the present invention, and dirt is filtered from level to level, realizes the multilayer sedimentation, makes filter effect better; 2, apparatus of the present invention, particularly telescopic apparatus for treating sewage integral body is dismountable, thereby has facilitated cleaning, need not filtering membrane, has reduced use cost; 3, apparatus of the present invention make current be able to equilibrium when disposing of sewage; Flow by equilibrium under discomfort that can be in treating processes or different loads condition, filter, sterilization and again treating processes keep efficient.

Claims (10)

1. Sewage treatment systems, it is characterized in that: include successively pretreatment chamber, solarization air cell and clarifying chamber according to the effluent stream via line, be provided with the telescopic apparatus for treating sewage with the roundabout water channel that spirals in described clarifying chamber, described telescopic apparatus for treating sewage is provided with entery and delivery port, and it is external that water outlet stretches out the clarifying chamber.
2. Sewage treatment systems according to claim 1, it is characterized in that: described telescopic apparatus for treating sewage comprises overcoat, middle cover, inner sleeve, and be located at case in tubular in interior body, described internal box top is provided with closed component, be provided with the baffle group piece installing in internal box, described overcoat middle and lower part is provided with water-in, in the aquaporin of crossing that puts be located at its top, a row water hole in described inner sleeve is located at its middle and upper part, closed component is provided with two semi-discs that straight flange shifts to install up and down, be provided with dividing plate between two semi-discs to separate two semi-discs, two semi-discs all are positioned at the water hole lower position, internal box is positioned at below two semi-discs, be provided with the water breach on the semi-disc that is provided with water hole one side, this crosses the water breach by inner sleeve, the upper cavity that dividing plate and semi-disc form, the lower chamber that forms with inner sleeve and internal box is connected, the baffle group piece installing that is provided with in internal box is made of the stacked baffle plate in interval layer by layer, be provided with outlet pass with the formation water channel that spirals on stacked baffle plate, the water channel that spirals is communicated with every mouth and water outlet with the dislocation that the two halves disk forms.
3. Sewage treatment systems according to claim 2, it is characterized in that: be provided with the perpendicular tablet chlorination pipe that is provided with on the semi-disc bottom of water hole one side, be provided with connecting pipe between described water hole and tablet chlorination pipe, be equiped with dry chlorination tablet in described tablet chlorination pipe, this tablet chlorination pipe bottom be provided with several with semi-disc in the through hole that is connected.
4. according to claim 2 or 3 described Sewage treatment systemss, it is characterized in that: a row water hole that puts in described has several.
5. Sewage treatment systems according to claim 4 is characterized in that: the internal box bottom is provided with the crescent breach, is connected in lower chamber that inner sleeve and internal box form and internal box to allow.
6. Sewage treatment systems according to claim 5, it is characterized in that: described baffle plate upper and lower surface is provided with convex tendon straggly, in order to deposition of dirt, is formed with water space between convex tendon straggly, should each cross water space and namely become the water channel that spirals.
7. Sewage treatment systems according to claim 6, it is characterized in that: the also perpendicular tablet dechlorination pipe that is provided with on the semi-disc of water outlet one side bottom, be equiped with dry dechlorination tablet in described tablet dechlorination pipe, this tablet dechlorination pipe bottom be provided with several with semi-disc in the through hole that is connected.
8. Sewage treatment systems according to claim 6, it is characterized in that: described pretreatment chamber top is provided with the sewage import, the port of described pretreatment chamber and solarization air cell is positioned at its wall top, is provided with electro-motor in described solarization air cell and is positioned at aeration nozzle or the suction port of electro-motor lower end; On the axle of described electro-motor with a foam flow deflector far above the waste water normal level.
9. Sewage treatment systems according to claim 7, it is characterized in that: described solarization air cell and top, clarifying chamber are equipped with ventilation hole; Water stream channel between described solarization air cell and clarifying chamber is located at its bottom of separating wall body.
10. a right to use requires the flow process that 9 described Sewage treatment systemss are carried out sewage disposal, it is characterized in that: sewage enters pretreatment chamber from the sewage import, carried out first precipitation, then enter solarization air cell by port, enter the clarifying chamber by water stream channel under the aeration effect of solarization air cell, water in the clarifying chamber first enters by the overcoat sewage import of telescopic apparatus for treating sewage, the cavity of water body between apparatus for treating sewage overcoat and middle cover stagnated, dirt is further precipitated, water body again through in cover cross the chamber that aquaporin enters middle cover and inner sleeve formation, water body then enters tablet chlorination pipe from the interior water hole that puts by connecting pipe, and by entering in lower chamber from crossing the overflow of water breach after upper cavity, the water of lower chamber enters in internal box through the crescent breach, water in internal box is from bottom to top through spiraling water channel, dislocation is every mouth, after obtaining precipitating furtherly, dirt discharges from water outlet.
CN201310029181.6A 2013-01-25 2013-01-25 Wastewater treatment system and technological process of wastewater treatment Active CN103112964B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201310029181.6A CN103112964B (en) 2013-01-25 2013-01-25 Wastewater treatment system and technological process of wastewater treatment

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201310029181.6A CN103112964B (en) 2013-01-25 2013-01-25 Wastewater treatment system and technological process of wastewater treatment

Publications (2)

Publication Number Publication Date
CN103112964A true CN103112964A (en) 2013-05-22
CN103112964B CN103112964B (en) 2014-06-11

Family

ID=48411376

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201310029181.6A Active CN103112964B (en) 2013-01-25 2013-01-25 Wastewater treatment system and technological process of wastewater treatment

Country Status (1)

Country Link
CN (1) CN103112964B (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104190151A (en) * 2014-07-29 2014-12-10 安徽郁金香新能源科技有限公司 Cutting liquid filter
CN107694161A (en) * 2017-11-13 2018-02-16 重庆洁邦电器有限公司 A kind of increasing journey flow slowing device for sewage disposal
CN107789864A (en) * 2017-11-13 2018-03-13 重庆洁邦电器有限公司 A kind of self-cleaning cycle water tank
CN113044959A (en) * 2021-03-17 2021-06-29 宜兴天鑫环保设备有限公司 Efficient biological aerated filter for wastewater treatment and operation method thereof

Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0093203A1 (en) * 1982-04-26 1983-11-09 Borchert, Werner Installation for the removal of solid impurities from cooling water for power stations, etc.
JP2004130227A (en) * 2002-10-10 2004-04-30 Consec Corp Method and apparatus for treating cutting sludge
CN1579967A (en) * 2003-08-17 2005-02-16 邹振生 Integrated urban waste water treating apparatus and process
CN101143740A (en) * 2007-04-13 2008-03-19 许春才 High efficiency water softener series
CN101374581A (en) * 2006-01-23 2009-02-25 内塔芬有限公司 Filtering system and filtering tank for the same
CN101935131A (en) * 2010-06-25 2011-01-05 余静 Municipal sewage treatment method with zero energy consumption low sludge yield
CN102838256A (en) * 2012-08-23 2012-12-26 吕晓娟 Buried sewage treatment system
CN203095753U (en) * 2013-01-25 2013-07-31 陈骐 Sewage treatment system

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0093203A1 (en) * 1982-04-26 1983-11-09 Borchert, Werner Installation for the removal of solid impurities from cooling water for power stations, etc.
JP2004130227A (en) * 2002-10-10 2004-04-30 Consec Corp Method and apparatus for treating cutting sludge
CN1579967A (en) * 2003-08-17 2005-02-16 邹振生 Integrated urban waste water treating apparatus and process
CN101374581A (en) * 2006-01-23 2009-02-25 内塔芬有限公司 Filtering system and filtering tank for the same
CN101143740A (en) * 2007-04-13 2008-03-19 许春才 High efficiency water softener series
CN101935131A (en) * 2010-06-25 2011-01-05 余静 Municipal sewage treatment method with zero energy consumption low sludge yield
CN102838256A (en) * 2012-08-23 2012-12-26 吕晓娟 Buried sewage treatment system
CN203095753U (en) * 2013-01-25 2013-07-31 陈骐 Sewage treatment system

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104190151A (en) * 2014-07-29 2014-12-10 安徽郁金香新能源科技有限公司 Cutting liquid filter
CN107694161A (en) * 2017-11-13 2018-02-16 重庆洁邦电器有限公司 A kind of increasing journey flow slowing device for sewage disposal
CN107789864A (en) * 2017-11-13 2018-03-13 重庆洁邦电器有限公司 A kind of self-cleaning cycle water tank
CN113044959A (en) * 2021-03-17 2021-06-29 宜兴天鑫环保设备有限公司 Efficient biological aerated filter for wastewater treatment and operation method thereof

Also Published As

Publication number Publication date
CN103112964B (en) 2014-06-11

Similar Documents

Publication Publication Date Title
CN103112964B (en) Wastewater treatment system and technological process of wastewater treatment
CN206654807U (en) A kind of coal chemical industry sewage processing unit
CN108203196A (en) A kind of municipal sewage treatment purifier
CN203095753U (en) Sewage treatment system
CN208517236U (en) A kind of medical waste water integrated processing system
CN218709592U (en) Sludge settling equipment and system
CN205873993U (en) Counter -current biological filter under leading aeration
CN216639004U (en) Self-circulation encrypted granular sludge water purifying device
CN212262493U (en) Quartz sand filter
CN204874076U (en) Sewage treatment apparatus
CN103626361A (en) High-effect sewage treatment system based on power-free property
CN209835820U (en) Deep purification system for bath water
CN108017173A (en) A kind of kitchen oil water separator
CN110228834B (en) Self-flowing water treatment system capable of backwashing
CN209010334U (en) A kind of multidirectional stream biofiltration device
CN208561931U (en) The food and drink waste water of filtering and adsorbing coupled oil removing handles integrated apparatus
CN103241853B (en) Field water source purifying equipment and method
CN203284265U (en) Purifying device of field water
CN207219834U (en) The fish pond of cycling use of water
CN205821021U (en) Sanitary sewage oil-water separation integrated treatment unit
CN201506734U (en) High turbidity water purifying device
CN204910911U (en) High -efficient active sand filter
CN103626316A (en) Emergency treatment device for drinking water sources polluted by heavy metals
CN220283858U (en) High-efficient deoiling integrative equipment
CN215592759U (en) Sewage purification treatment equipment for environmental engineering

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
C14 Grant of patent or utility model
GR01 Patent grant
TR01 Transfer of patent right

Effective date of registration: 20220801

Address after: 350011 Room 403, floor 4, building 2, Ziyang Trade Center, No. 139, Changle North Road, Jin'an District, Fuzhou City, Fujian Province

Patentee after: Fujian NANDA Environmental Protection Technology Co.,Ltd.

Address before: Washington, DC

Patentee before: Chen Qi

Patentee before: Liu Woxiang

Patentee before: Wang Yi

TR01 Transfer of patent right