CN102276076A - Method for constructing water treatment system by using prefabricated standard-capacity container - Google Patents
Method for constructing water treatment system by using prefabricated standard-capacity container Download PDFInfo
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- CN102276076A CN102276076A CN2011101558350A CN201110155835A CN102276076A CN 102276076 A CN102276076 A CN 102276076A CN 2011101558350 A CN2011101558350 A CN 2011101558350A CN 201110155835 A CN201110155835 A CN 201110155835A CN 102276076 A CN102276076 A CN 102276076A
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Abstract
The invention discloses a method for constructing a water treatment system by using a prefabricated standard-capacity container, which comprises: selecting container tank types required in different process steps according to treated objects, wherein at least one container tank is a prefabricated container tank formed by a standard-capacity prefabricated container unit, the number of container units in the prefabricated container tank and the capacity of each container unit in the prefabricated container tank according to the water treatment capacity; mutually connecting all prefabricated container units in the prefabricated container on a construction site in parallel and assembling and combining the prefabricated container units to form the prefabricated container tank; and according to a water treatment process, connecting the container tanks by pipes to form a water treatment system. The water treatment system can be invested by stage; for expansion according to current required reasonably equipped water treatment capacity, the original facilities are not wasted; the container is manufactured industrially according to the same specification and quality standards; and the construction period is reduced greatly and investment is saved.
Description
Technical field
The present invention relates to water processing establishment, particularly the construction process of water treatment system.
Background technology
During its main technique structures of existing engineering of water treatment project are built, two kinds of main patterns are arranged generally: the one, be agent structure with the civil engineering, it is integrated that the internal unit pipeline carries out fielded system; The integration apparatus that another is is agent structure with non-civil engineering form.More than two kinds of engineering construction patterns all need to carry out according to actual items customized, promptly must be through links such as construction drawing design, main body construction, non-standard equipment customizations.Make the completion time of project long, civil engineering or mismachining tolerance are bigger, and quality conformance is difficult to ensure, influences technological effect.And, because leading planning construction scale is excessive, causing the investment waste easily, integration apparatus is handled the water yield, water quality because of being subject to, and can only customize according to the project particular case.
Summary of the invention
The invention provides a kind of construction process of water treatment system, adopt the pre-container made of stdn, avoid the drawback of quality product consistence difference and investment waste, solve the technical problem of long in time limit in the prior art, quality conformance difference and investment waste.
The present invention is that the method that solves the problems of the technologies described above the prefabricated standard capacity container structure of this employing that designs water treatment system may further comprise the steps: A. is according to container cell kind required in the process object different choice process procedure, wherein at least one container cell is the prefabricated container cell that the prefabricated container unit by standard capacity constitutes, and above-mentioned prefabricated container unit is in that processing factory is in advance prefabricated and finishes; B. select the quantity of container unit in the prefabricated container cell according to the water treatment amount, the capacity of each container unit is identical in this prefabricated container cell; C. all prefabricated container units are parallel with one another at the construction field (site) should prefabricated container cell, and the above-mentioned prefabricated container unit of assembling combination constitutes prefabricated container cell; D. according to water technology, utilize pipeline that above-mentioned each container cell is connected to water treatment system.
Prefabricated container unit is single container described in the steps A, and pipe connection described in the step D comprises pipeline and the function unit that is connected with this single container.Perhaps prefabricated container unit described in the steps A is single container and the function unit that is connected with this container, and pipe connection described in the step D only comprises the pipeline that is connected with this prefabricated container unit.
When process object is surface water, container cell described in the steps A comprises separates class container cell (settling pond or settling tank) and filters class container cell (air water flushing filter tank or Airfloat filtering pond), pipeline described in the step D comprises water inlet pipe, crosses water pipe and rising pipe, wherein water inlet pipe is communicated with settling pond or settling tank, cross water pipe and be communicated with settling pond or settling tank and air water flushing filter tank or Airfloat filtering pond respectively, rising pipe is communicated with air water flushing filter tank or Airfloat filtering pond, and described prefabricated container cell is settling pond or settling tank or Airfloat filtering pond or air water flushing filter tank.Be equipped with the water entry and the water exit that can be communicated with on the sidewall of described prefabricated container unit with contiguous prefabricated container unit, described prefabricated container unit also is provided with the capping that can seal water entry and water exit, and described prefabricated container unit is that agent structure is made with carbon steel, glass steel or stainless steel.
Process object is town domestic sewage or trade effluent, container cell comprises hydrolysis acidification pool, biological filter and settling tank described in the described steps A, pipeline described in the step D comprises water inlet pipe, crosses water pipe and rising pipe, wherein water inlet pipe is communicated with hydrolysis acidification pool, cross water pipe and be communicated with hydrolysis acidification pool, biological filter and settling tank respectively, rising pipe is communicated with settling tank, and described prefabricated container cell is hydrolysis acidification pool, biological filter or settling tank.
The present invention adopts above-mentioned construction process, make water treatment system to invest by stages, according to the ability of current needs reasonable disposition water treatment, existing facility also is unlikely to waste during enlarging, simultaneously, the container of this water treatment adopts batch production to make, unified specification and quality standard guarantee quality product, mainly are exactly installation and pipe arrangement line etc. in the site operation, greatly the reduction of erection time, save investment.
Description of drawings
Fig. 1 is the system schematic that surface water of the present invention is handled.Fig. 2 is the system schematic of town domestic sewage of the present invention or Industrial Wastewater Treatment.
Embodiment
Describe specific embodiments of the invention in detail in conjunction with above-mentioned accompanying drawing.
By among Fig. 1 and Fig. 2 as can be known, the method that the prefabricated standard capacity container of this employing makes up water treatment system may further comprise the steps: A. is according to container cell kind required in the process object different choice process procedure, wherein at least one container cell is the prefabricated container cell that the prefabricated container unit M by standard capacity constitutes, and above-mentioned prefabricated container unit is in that processing factory is in advance prefabricated and finishes; Prefabricated container unit can be single container, also can be single container and the function unit that is connected with this container, this programme just is integrated into single art breading unit with container with relevant function unit (for example: valve, controller or the like), construction process of the present invention is fit to various engineering of water treatment, when process object is surface water, container cell comprises settling pond or settling tank 1 and air-water backwash filter or Airfloat filtering pond 2, and prefabricated container cell is settling pond or settling tank or Airfloat filtering pond or air water flushing filter tank; When process object was town domestic sewage or trade effluent, container cell comprised hydrolysis acidification pool 3, biological filter 4 and settling tank 5, and prefabricated container cell is that hydrolysis acidification pool, biological filter or prefabricated container cell are settling tank; Described prefabricated container unit is that agent structure is made with carbon steel, glass steel or stainless steel.The present invention only carries out detailed conceptual design at above-mentioned two kinds of engineering of water treatment, can suitably increase and decrease container cell in each process procedure fully according to the needs of technology at different engineering of water treatment those skilled in the art.B. select the quantity of container unit in the prefabricated container cell according to the water treatment amount, the capacity of each container unit is identical in this prefabricated container cell.In this link, the capacity in the sewage quantity design containers pond that the user can handle according to present needs, for example: handle the water yield at present and require, can select 52 tons synthetic 10 tons of prefabricated groups of containers so at 10 tons.C. all prefabricated container units are parallel with one another at the construction field (site) should prefabricated container cell, and the above-mentioned prefabricated container unit of assembling combination constitutes prefabricated container cell; Be equipped with the water entry and the water exit that can be communicated with contiguous prefabricated container unit on the sidewall of described prefabricated container unit, described prefabricated container unit also is provided with the capping that can seal water entry and water exit.D. according to water technology, utilize pipeline that above-mentioned each container cell is connected to water treatment system.Under the situation at single container, pipe connection comprises the pipeline that is connected with this single container and the installation of function unit, if under the situation of the prefabricated container unit of integrated function unit, pipe connection has just only comprised the pipelining that is connected with this prefabricated container unit partly.Described pipeline comprises water inlet pipe 6, crosses water pipe 7 and rising pipe 8, and when process object was surface water, wherein water inlet pipe was communicated with settling pond or settling tank, crosses water pipe and is communicated with settling pond and air water flushing filter tank or Airfloat filtering pond respectively, and rising pipe is communicated with air water flushing filter tank.When process object was town domestic sewage or trade effluent, wherein water inlet pipe was communicated with, and crossed water pipe and was communicated with hydrolysis acidification pool, biological filter and settling tank respectively, and rising pipe is communicated with settling tank.
Container cell in of the present invention is meant the situation of pond class container as various monomer process structures that adopt, generally comprise high dense settling pond commonly used, mechanical accelerating purifying pool, fully automatic high-speed settling pond, air water flushing filter tank, Airfloat filtering pond, reaction settling basin, hydrolysis acidification pool, anoxic biological filter and aerobic biofilter or the like, but be not limited to above-mentioned structures.Prefabricated container unit is meant in factory in advance the prefabricated single container of finishing or finishes in the monomer process needed container and adds accessory (as valve etc.), the user is when using this container unit, need buy this pre-container made from making factory, only need install at the scene and supporting pipelines, do not need to make main part, this container unit is the specification feature basically with the capacity, for example: 2,4 or 8 tons pond or groove, these containers at least in one aspect can supporting and combinations on feature dimension.Therefore, principal feature of the present invention is, in water treatment system, use this ready-formed standard container, estimating can directly to buy the standard container of appropriate size under treatment capacity and the situation that the specification of this standard container conforms to, and when single standard container can not satisfy the expectation treatment capacity, can adopt the parallel connection combination of a plurality of standard containers, to meet design requirement.Also have, when because during the customer need quantitative change, need the processing power that increases, fully can be by on the basis of existing facility, adding suitable standard container, and with the combination that is in parallel of original pre-container made, with the requirement of the processing power that satisfies expansion.
Prefabricated container unit among the present invention is prefabricated in the factory and finishes, in the process that is prefabricated in the factory, can adopt unified specification standards to make, and adopt unified quality standard, so, this container unit is uniform specification not only, and quality conformance is also very good, also is convenient to this container is carried out the improvement and the strict quality of technology, simultaneously, this standardized container unit of plant produced, its production efficiency is also very high, and cost also can reduce widely.Each prefabricated container unit is provided with water channel-water entry and the water exit that is connected with other container units, when these container units of combination, need adjacent two container units be connected as one by these water channels, makes it have same effect.And the water channel that is not connected with adjacent cells adopts capping to seal.
Above content be in conjunction with concrete preferred implementation to further describing that the present invention did, can not assert that concrete enforcement of the present invention is confined to these explanations.For the general technical staff of the technical field of the invention, without departing from the inventive concept of the premise, can also make some simple deduction or replace, all should be considered as belonging to protection scope of the present invention.
Claims (13)
1. method that adopts prefabricated standard capacity container to make up water treatment system, it is characterized in that: this method may further comprise the steps: A. is according to the kind of required container cell in the process object different choice process procedure, wherein at least one container cell is the prefabricated container cell that the prefabricated container unit by standard capacity constitutes, and above-mentioned prefabricated container unit is in that processing factory is in advance prefabricated and finishes; B. select the quantity of container unit in the prefabricated container cell according to the water treatment amount, the capacity of each container unit is identical in this prefabricated container cell; C. all prefabricated container units are parallel with one another at the construction field (site) should prefabricated container cell, and the above-mentioned prefabricated container unit of assembling combination constitutes prefabricated container cell; D. according to water technology, utilize pipeline that above-mentioned each container cell is connected to water treatment system.
2. method according to claim 1 is characterized in that: prefabricated container unit is single container described in the steps A, and pipe connection described in the step D comprises pipeline and the function unit that is connected with this single container.
3. method according to claim 1 is characterized in that: prefabricated container unit described in the steps A is single container and the function unit that is connected with this container, and pipe connection described in the step D only comprises the pipeline that is connected with this prefabricated container unit.
4. according to each described method in the claim 1 to 3, it is characterized in that: when the process object in the steps A is surface water, the kind of container cell described in the steps A comprises separates the class container cell and filters the class container cell, pipeline described in the step D comprises water inlet pipe, crosses water pipe and rising pipe, wherein water inlet pipe is communicated with and separates the class container cell, cross water pipe and be communicated with separation class container cell respectively and filter the class container cell, rising pipe is communicated with filtration class container cell.
5. method according to claim 4 is characterized in that: described separation class container cell comprises settling pond or settling tank, and described filtration class container cell comprises air water flushing filter tank or Airfloat filtering pond.
6. method according to claim 4 is characterized in that: described prefabricated container cell is for separating the class container cell.
7. method according to claim 4 is characterized in that: described prefabricated container cell is for filtering the class container cell.
8. according to each described method in the claim 1 to 3, it is characterized in that: the process object in the steps A is town domestic sewage or trade effluent, the container cell kind comprises hydrolysis acidification pool, biological filter and settling tank described in the described steps A, pipeline described in the step D comprises water inlet pipe, crosses water pipe and rising pipe, wherein water inlet pipe is communicated with hydrolysis acidification pool, cross water pipe and be communicated with hydrolysis acidification pool, biological filter and settling tank respectively, rising pipe is communicated with settling tank.
9. method according to claim 8 is characterized in that: described prefabricated container cell is a hydrolysis acidification pool.
10. method according to claim 8 is characterized in that: described prefabricated container cell is the biological filter.
11. method according to claim 8 is characterized in that: described prefabricated container cell is a settling tank.
12. according to each described method in the claim 1 to 3, it is characterized in that: be equipped with the water entry and the water exit that can be communicated with contiguous prefabricated container unit on the sidewall of described prefabricated container unit, described prefabricated container unit also is provided with the capping that can seal water entry and water exit.
13. method according to claim 1 is characterized in that: described prefabricated container unit is that agent structure is made with carbon steel, glass steel or stainless steel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
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| CN2011101558350A CN102276076A (en) | 2011-06-10 | 2011-06-10 | Method for constructing water treatment system by using prefabricated standard-capacity container |
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| CN2011101558350A CN102276076A (en) | 2011-06-10 | 2011-06-10 | Method for constructing water treatment system by using prefabricated standard-capacity container |
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| CN102276076A true CN102276076A (en) | 2011-12-14 |
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| CN2011101558350A Pending CN102276076A (en) | 2011-06-10 | 2011-06-10 | Method for constructing water treatment system by using prefabricated standard-capacity container |
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Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103408143A (en) * | 2013-08-26 | 2013-11-27 | 盐城工学院 | Sub-grid adjustable anaerobic-anoxic-aerobic biochemical reactor |
| CN104496024A (en) * | 2014-11-28 | 2015-04-08 | 中油辽河工程有限公司 | Dynamic multistage A-O integrated biochemical pool |
| CN107010748A (en) * | 2017-06-09 | 2017-08-04 | 四川力天世纪科技有限公司 | The processing system of sewage discharge can be controlled |
| CN109704481A (en) * | 2019-01-18 | 2019-05-03 | 南通市市政工程设计院有限责任公司 | A kind of municipal sewage environment protection treating device |
| CN112573651A (en) * | 2020-11-23 | 2021-03-30 | 北京泰科智康环保科技有限公司 | Ecological energy-saving control system for autotrophic denitrification biological filter |
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| JPH01164497A (en) * | 1987-12-21 | 1989-06-28 | Shinko Pfaudler Co Ltd | Large-capacity intermittent-air water lifting cylinder device |
| JPH1164497A (en) * | 1997-08-15 | 1999-03-05 | Mitsubishi Electric Corp | Laser device |
| CN1613781A (en) * | 2003-11-06 | 2005-05-11 | 徐宝安 | Module assembled bearing coal filtering sewage processor |
| CN101239764A (en) * | 2007-08-27 | 2008-08-13 | 北京能拓高科技有限公司 | Modularized compact type sewage purifying system |
| WO2010084961A1 (en) * | 2009-01-23 | 2010-07-29 | 旭化成ケミカルズ株式会社 | Water treatment apparatus |
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2011
- 2011-06-10 CN CN2011101558350A patent/CN102276076A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
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| JPH01164497A (en) * | 1987-12-21 | 1989-06-28 | Shinko Pfaudler Co Ltd | Large-capacity intermittent-air water lifting cylinder device |
| JPH1164497A (en) * | 1997-08-15 | 1999-03-05 | Mitsubishi Electric Corp | Laser device |
| CN1613781A (en) * | 2003-11-06 | 2005-05-11 | 徐宝安 | Module assembled bearing coal filtering sewage processor |
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Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103408143A (en) * | 2013-08-26 | 2013-11-27 | 盐城工学院 | Sub-grid adjustable anaerobic-anoxic-aerobic biochemical reactor |
| CN104496024A (en) * | 2014-11-28 | 2015-04-08 | 中油辽河工程有限公司 | Dynamic multistage A-O integrated biochemical pool |
| CN107010748A (en) * | 2017-06-09 | 2017-08-04 | 四川力天世纪科技有限公司 | The processing system of sewage discharge can be controlled |
| CN109704481A (en) * | 2019-01-18 | 2019-05-03 | 南通市市政工程设计院有限责任公司 | A kind of municipal sewage environment protection treating device |
| CN112573651A (en) * | 2020-11-23 | 2021-03-30 | 北京泰科智康环保科技有限公司 | Ecological energy-saving control system for autotrophic denitrification biological filter |
| CN112573651B (en) * | 2020-11-23 | 2023-01-17 | 北京泰科智康环保科技有限公司 | Ecological energy-saving control system for autotrophic denitrification biological filter |
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