CN102167406A - Integral sewage pretreatment machine - Google Patents

Integral sewage pretreatment machine Download PDF

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Publication number
CN102167406A
CN102167406A CN2010101142389A CN201010114238A CN102167406A CN 102167406 A CN102167406 A CN 102167406A CN 2010101142389 A CN2010101142389 A CN 2010101142389A CN 201010114238 A CN201010114238 A CN 201010114238A CN 102167406 A CN102167406 A CN 102167406A
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CN
China
Prior art keywords
chamber
clarifying
water
communicated
pipeline
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.)
Pending
Application number
CN2010101142389A
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Chinese (zh)
Inventor
孙秋渊
吴伯明
曹亚彬
朱传福
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.)
TIANYUAN ENVIRONMENTAL PROTECTION CO Ltd
Original Assignee
TIANYUAN ENVIRONMENTAL PROTECTION CO Ltd
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 TIANYUAN ENVIRONMENTAL PROTECTION CO Ltd filed Critical TIANYUAN ENVIRONMENTAL PROTECTION CO Ltd
Priority to CN2010101142389A priority Critical patent/CN102167406A/en
Publication of CN102167406A publication Critical patent/CN102167406A/en
Pending legal-status Critical Current

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  • Filtration Of Liquid (AREA)

Abstract

The invention discloses an integral sewage pretreatment machine comprising a mixing agglutination chamber, a filtering and clarifying chamber, a mud collecting chamber, a clarifying chamber, a high-level pool, a fine filtering chamber, a water purifying water, a siphoning device and a destroying pool, wherein the mixing agglutination chamber, the filtering and clarifying chamber and the mud collecting chamber are communicated with one another by clarifying filter materials, a water inlet is arranged on the mixing agglutination chamber, the mud collecting chamber is provided with a pressure backlash pipe and a mud discharge pipe, the clarifying chamber is arranged above the filtering and clarifying chamber and communicated with the filtering and clarifying chamber by secondary clarifying filter materials, the clarifying chamber and the fine filtering chamber are connected by a pipeline, the fine filtering chamber is arranged below the clarifying chamber, a fine filter material is arranged at the lower end of the fine filtering chamber, the lower end of the fine filtering chamber is communicated with the water purifying chamber, the upper end of the fine filtering chamber is communicated with the siphoning device by a pipeline, the upper end of the siphoning device is communicated with the destroying pool by a pipeline, and a water outlet is arranged at the upper wall of the water purifying chamber. The integral sewage pretreatment machine is simple in structure, convenient to maintain, and small in occupied area, and can be widely applied in various fields.

Description

A kind of sewage pre-treatment all-in-one
Technical field
The present invention relates to a kind of sewage disposal device, particularly a kind of sewage pre-treatment all-in-one.
Background technology
What existing pit water pre-treatment was adopted is to utilize lift pump that the former water of pit water is put into subsider, by the subsider pump the heavy clear liquid in top is squeezed into accurate filter again and handles.The pit water pre-treatment is adopted split type, floor space is bigger on the one hand, the middle power that increases is carried, and is difficult to judge operational throughput, and accurate filter adopts electrical control on the other hand, be rule of thumb to set to reach maximum efficiencyization fully, as adopt early stage original siphoning installation, bulky, recoil can't be regulated as required, efficient is low, the cost height.
Summary of the invention
Goal of the invention: at the deficiencies in the prior art, it is little to the invention discloses a kind of floor space, adjusts the sewage pre-treatment all-in-one of backwashing time flexibly.
Technical scheme: the invention discloses a kind of sewage pre-treatment all-in-one, comprise coagulation collection chamber, collection filter clarifying chamber, mud collecting chamber, the clarifying chamber, smart filter chamber, water purifying chamber, siphoning installation and destruction pond, described coagulation collection chamber, collection filter clarifying chamber and mud collecting chamber communicate by the clarification filtrate, coagulation collection chamber is provided with water-in, mud collecting chamber is provided with pressure bounce-back pipe and shore pipe, described clarifying chamber is arranged between top, collection filter clarifying chamber and clarifying chamber and the collection filter clarifying chamber and is communicated with the post-defecation filtrate, clarifying chamber and smart filter chamber are communicated with by pipeline, smart filter chamber is arranged on the below of clarifying chamber, lower part in the described smart filter chamber is provided with smart filtrate, smart filter chamber lower end and water purifying chamber communicate, smart filter chamber upper end and siphoning installation communicate by pipeline, siphoning installation upper end and destruction pond communicate by pipeline, and water purifying chamber's upper wall is provided with a water outlet.
Lift pump is pressed into coagulation collection chamber with coagulation water from water-in, under certain pressure, coagulation water is through the clarification media filtration, filtered water enters collection filter clarifying chamber, suspended particle is captured to mud collecting chamber becomes coal mud, coal mud easily hardens, and opens the pressure bounce-back pipe during spoil disposal and breaks up through the pressure bounce-back mud that will harden, and is discharged by shore pipe; Filtered water enters the clarifying chamber by the filtration of post-defecation filtrate, clear liquor in the clarifying chamber flows to smart filter chamber, because the clarifying chamber is positioned at eminence, has certain pressure during toward smart filter chamber draining, clear liquor under the effect of hydraulic pressure behind smart media filtration to water purifying chamber, discharge by the water outlet overflow.
After the long-time use of equipment, smart filtrate can be stopped up by the waste residue floc sludge in the clear liquor, smart filter chamber internal pressure raises, the clear liquor water level rises and overflow enters siphoning installation, liquid level rises in the siphoning installation, by pipeline clear liquor is discharged destroying the pond, siphoning installation is drawn into vacuum, clear liquor quickens to rise, smart filter chamber pressure reduces gradually, and water purification produces to reflux smart filtrate is carried out back flushing in the water purifying chamber, when the destruction pool water level is reduced to certain liquid, pipeline sucks air and has destroyed siphon, and system enters new stage filtration.
Destroy the pond and can control backwashing time by regulating the height of adjusting pipe to smart filtrate.
Beneficial effect: sewage pre-treatment all-in-one of the present invention, simple in structure, easy to maintenance, floor space is little, can be used widely in a plurality of fields.
Description of drawings
Accompanying drawing is a structural representation of the present invention
Embodiment
Below in conjunction with accompanying drawing the present invention is further explained.
As shown in the figure, the invention discloses a kind of sewage pre-treatment all-in-one, comprise coagulation collection chamber 2, collection filter clarifying chamber 4, mud collecting chamber 5, clarifying chamber 9, smart filter chamber 10, water purifying chamber 12, siphoning installation 13 and destruction pond 14, described coagulation collection chamber 2, collection filter clarifying chamber 4 and mud collecting chamber 5 communicate by clarification filtrate 3, coagulation collection chamber 2 is provided with water-in 1, mud collecting chamber 5 is provided with pressure bounce-back pipe 6 and shore pipe 7, described clarifying chamber 9 is arranged between collection filter 4 tops, clarifying chamber and clarifying chamber 9 and the collection filter clarifying chamber 4 and is communicated with post-defecation filtrate 8, clarifying chamber 9 and smart filter chamber 10 are communicated with by pipeline, smart filter chamber 10 is arranged on the below of clarifying chamber 9, lower part in the described smart filter chamber 10 is provided with smart filtrate 11, smart filter chamber 10 lower ends and water purifying chamber 12 communicate, smart filter chamber 10 upper ends and siphoning installation 13 communicate by pipeline, siphoning installation 13 upper ends and destroy pond 14 and communicate by pipeline, water purifying chamber's 12 upper walls are provided with a water outlet 16.
Lift pump is pressed into coagulation collection chamber 2 with coagulation water from water-in 1, under certain pressure, coagulation water filters through clarification filtrate 3, filtered water enters collection filter clarifying chamber 4, suspended particle is captured to mud collecting chamber 5 becomes coal mud, coal mud easily hardens, and opens pressure bounce-back pipe 6 during spoil disposal and breaks up through the pressure bounce-back mud that will harden, and is discharged by shore pipe 7; Filtered water enters clarifying chamber 9 by the filtration of post-defecation filtrate 8, clear liquor in the clarifying chamber 9 flows to smart filter chamber 10, because clarifying chamber 9 is positioned at eminence, have certain pressure during toward smart filter chamber 10 drainings, clear liquor under the effect of hydraulic pressure after smart filtrate 11 filters to water purifying chamber 12, discharge by water outlet 16 overflows.
After the long-time use of equipment, smart filtrate 11 can be stopped up by the waste residue floc sludge in the clear liquor, smart filter chamber 10 internal pressures raise, the clear liquor water level rises and overflow enters siphoning installation 13, liquid level rises in the siphoning installation 13, by pipeline clear liquor is discharged destroying pond 14, siphoning installation 13 is drawn into vacuum, clear liquor quickens to rise, smart filter chamber 10 pressure reduce gradually, and water purification produces to reflux smart filtrate 11 is carried out back flushing in the water purifying chamber 12, when destruction pond 14 water levels are reduced to certain liquid, pipeline sucks air and has destroyed siphon, and system enters new stage filtration.
Destroy pond 14 and can control backwashing time by regulating the height of adjusting pipe 15 to smart filtrate 11.
Invent described sewage pre-treatment all-in-one, simple in structure, easy to maintenance, floor space is little, can be used widely in a plurality of fields.
The invention provides a kind of thinking and method of sewage pre-treatment all-in-one; the method and the approach of this technical scheme of specific implementation are a lot; the above only is a preferred implementation of the present invention; should be understood that; for those skilled in the art, under the prerequisite that does not break away from the principle of the invention, can also make some improvements and modifications; these improvements and modifications also should be considered as protection scope of the present invention, and all available prior art of each integral part not clear and definite in the present embodiment is realized.

Claims (4)

1. sewage pre-treatment all-in-one, it is characterized in that, comprise coagulation collection chamber (2), collection filter clarifying chamber (4), mud collecting chamber (5), clarifying chamber (9), smart filter chamber (10), water purifying chamber (12), siphoning installation (13) and destruction pond (14), described coagulation collection chamber (2), collection filter clarifying chamber (4) and mud collecting chamber (5) communicate by clarification filtrate (3), coagulation collection chamber (2) is provided with water-in (1), mud collecting chamber (5) is provided with pressure bounce-back pipe (6) and shore pipe (7), described clarifying chamber (9) is arranged between top, collection filter clarifying chamber (4) and clarifying chamber (9) and the collection filter clarifying chamber (4) and is communicated with post-defecation filtrate (8), clarifying chamber (9) and smart filter chamber (10) are communicated with by pipeline, smart filter chamber (10) is arranged on the below of clarifying chamber (9), lower part in the described smart filter chamber (10) is provided with smart filtrate (11), smart filter chamber (10) lower end and water purifying chamber (12) communicate, smart filter chamber (10) upper end and siphoning installation (13) communicate by pipeline, siphoning installation (13) upper end and destruction pond (14) communicate by pipeline, and water purifying chamber (12) upper wall is provided with a water outlet (16).
2. sewage pre-treatment all-in-one according to claim 1 is characterized in that, described smart filter chamber (10) is located at water purifying chamber (12) inside.
3. sewage pre-treatment all-in-one according to claim 1 is characterized in that described destruction pond (14) is located at the inside of water purifying chamber (12).
4. according to claim 1 or 3 described sewage pre-treatment all-in-ones, it is characterized in that described destruction pond (14) is provided with one and adjusts pipe (15).
CN2010101142389A 2010-02-25 2010-02-25 Integral sewage pretreatment machine Pending CN102167406A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN2010101142389A CN102167406A (en) 2010-02-25 2010-02-25 Integral sewage pretreatment machine

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN2010101142389A CN102167406A (en) 2010-02-25 2010-02-25 Integral sewage pretreatment machine

Publications (1)

Publication Number Publication Date
CN102167406A true CN102167406A (en) 2011-08-31

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CN2010101142389A Pending CN102167406A (en) 2010-02-25 2010-02-25 Integral sewage pretreatment machine

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105964051A (en) * 2016-06-27 2016-09-28 江苏中超环保股份有限公司 Integrated water purifier
CN107304091A (en) * 2016-04-19 2017-10-31 无锡格莱生物技术有限公司 Integrated machine for sewage treatment

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN2589465Y (en) * 2002-12-27 2003-12-03 中国科学院海洋研究所 Solid-liquid separating equipment
CN2592634Y (en) * 2002-09-10 2003-12-17 宜兴市自动化水工业设备厂 Efficient integrated water purifying apparatus

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN2592634Y (en) * 2002-09-10 2003-12-17 宜兴市自动化水工业设备厂 Efficient integrated water purifying apparatus
CN2589465Y (en) * 2002-12-27 2003-12-03 中国科学院海洋研究所 Solid-liquid separating equipment

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107304091A (en) * 2016-04-19 2017-10-31 无锡格莱生物技术有限公司 Integrated machine for sewage treatment
CN105964051A (en) * 2016-06-27 2016-09-28 江苏中超环保股份有限公司 Integrated water purifier

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Application publication date: 20110831