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CN2401251Y - Fiber filter pool - Google Patents

Fiber filter pool Download PDF

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Publication number
CN2401251Y
CN2401251Y CN 99248788 CN99248788U CN2401251Y CN 2401251 Y CN2401251 Y CN 2401251Y CN 99248788 CN99248788 CN 99248788 CN 99248788 U CN99248788 U CN 99248788U CN 2401251 Y CN2401251 Y CN 2401251Y
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CN
China
Prior art keywords
water
filter
channel
backwash
porous plate
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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.)
Expired - Lifetime
Application number
CN 99248788
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Chinese (zh)
Inventor
刘澄清
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.)
SHANGHAI FANQING ENVIRONMENT ENGINEERING Co Ltd
Original Assignee
Individual
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Filing date
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Priority to CN 99248788 priority Critical patent/CN2401251Y/en
Application granted granted Critical
Publication of CN2401251Y publication Critical patent/CN2401251Y/en
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Expired - Lifetime legal-status Critical Current

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Abstract

The utility model relates to a fiber filter pool, which is provided with at least two filter chambers and a filter layer, wherein, the filter chambers which are isolated from a double-layer intermediate channel are arranged on symmetrically, and the filter layer is arranged in the filter chambers. Both side walls of the fiber filter pool are provided with V-shaped water inlet tanks. The upper layer of the intermediate channel is provided with a backwashing drain channel; the lower layer of the intermediate channel is provided with a gas (water) distributing channel, and an air distributing hole and a water distributing hole are arranged on two side walls of the distributing channel; one end of the intermediate channel is provided with a backwashing water drain valve and a rinse water drain valve, and the other end of the intermediate channel is provided with an air pipe, a clear-water pipe, and a backwashing water pipe. The filter layer is composed of a perforated plate and a fiber bundle which is connected to the perforated plate, and at least one compression chamber which is made of flexible materials is arranged in the fiber bundle. The utility model has the advantages that the filtering quality of filter materials can be effectively recovered, and the water consumption of the fiber filter pool is reduced in the meantime.

Description

Fibrous filtering pool
The utility model relates to a kind of gravity one, particularly to the improvement in V-type filter tank.Existing gravity one is mainly sand formula filter tank, and the shortcoming in this filter tank is that disposal ability is low, and filtering layer cleans inconvenience, the conversion trouble between filtering and washing.
The purpose of this utility model provides that a kind of filter capacity is big, and filtrate cleans easily, the fiber filter device that service time is long.
Be used to realize the fibre filter of the utility model purpose, have at least two filter courses of symmetrically arranged filter chamber and in the filter chamber that separate by double-deck middle channel, a upper lateral part has a former water channel and a distribution channel outside the filter tank, on top, two side, filter tank one V-type intake chamber is arranged, on the sidewall between distribution channel and the V-type groove, be provided with V-type groove water inlet, upper strata, middle channel, filter tank is the backwash drainage ditch, lower floor is a gas, moisture is joined canal, on the top of distributing the canal two side one deploying gas aperture is arranged, one deploying water aperture is arranged at the bottom, the backwash water discharging valve that drainage ditch is linked to each other with the backwash rhone is arranged at the distolateral wall bottom in the backwash drainage ditch, at gas, moisture join canal one distolateral wall bottom have make distribute that canal links to each other with drainage ditch just wash water discharging valve, the top of the other end sidewall in the backwash drainage ditch is provided with the air duct of a mounted valve, in lower sidewall the clear water pipe and the backwash water pipe of one mounted valve are set, filter course is made of a porous plate and the fibre bundle that is connected on the porous plate.
Further solution of the present utility model comprises:
The lower end of fibre bundle is connected on the porous plate, and the upper end is drawn by float;
Porous plate is a following porous plate and a up-hole plate, and on the porous plate, preferably up-hole plate can move up and down about fibre bundle was connected;
The compression chamber that at least one is made by flexible material is set in fibre bundle;
On the next door between former water channel and the distribution channel, there is a water intaking valve and laterally to sweep and washes the inlet opening;
Bottom land at the V-type groove has a horizontal row to wash aperture to sweeping;
Fibre bundle is connected with porous plate by the water cap.
Filter tank of the present utility model can be removed suspension in the water and deironing, manganese effectively, and the comparable traditional filter tank of its aquifer yield is improved 2~3 times.The filtrate that adopt in filter tank of the present utility model has stronger retaining power, can improve the filter cycle of equipment.Air water mixes, and positive and negative washing adds laterally to sweep and washes the strainability that can effectively recover filtrate, reduced water consumption simultaneously.The filtrate of fibre filter can use more than 10 years continuously, has reduced the maintenance time in filter tank.
Describe the utility model in detail below in conjunction with accompanying drawing.
Fig. 1 vertical view of the present utility model.
Fig. 2 is the cutaway view along B-B hatching line among Fig. 1.
Fig. 3 is the echelon sectional view along C-C Vertical Centre Line among Fig. 1.
Fig. 4 is along the cutaway view of D-D hatching line among Fig. 1.
Fig. 5 is along the cutaway view of A-A hatching line among Fig. 1.
Referring to Fig. 1-5, one group of filter tank of the present utility model is made of several filter tanks usually.Each filter tank is two and independently all presses cavity, is double-deck centre gangway in the centre of two cavitys, makes the filter tank form about two two lattice filter chambers 26.Porous plate 27 is equipped with in the bottom of each filter chamber 26, and the filter chamber is divided into two parts up and down, and top adds the filtrate 15 that is made of fibre bundle, and is fixed on the porous plate 27 with several equally distributed various known water caps 28.
For the ease of the cleaning of filtering layer with improve filter effect,, the compression chamber 16 of a plurality of even layouts is arranged on the whole cross section in filtering layer according to the principle that CN87100467 discloses.The pressurization of compression chamber can realize by special compression chamber's filling and drainage system (not shown).
The upper strata of middle channel, filter tank is a backwash drainage ditch 7, and lower floor is that gas, moisture are joined canal 8.One deploying gas aperture 10 is arranged at the top of canal 8 two sides, and a deploying water aperture 9 is arranged at the bottom.A upper lateral part has former water channel 1, distribution channel 3 outside the filter tank.Water intaking valve 2 is arranged on the dividing plate between former water channel 1 and the distribution channel 3 and laterally sweep and wash inlet opening 24.Filter tank water inlet V-type groove 13 is arranged on side walls top, filter tank, have a horizontal row to wash aperture 14 to sweeping at the bottom land of V-type groove 13.On the sidewall between distribution channel 3 and the V-type groove 13, be provided with V-type groove water inlet 23.
In the another side, filter tank piping lane 25 is arranged, air pipe line 12 and backwash water pipe 21 are arranged in piping lane 25.
Backwash water discharging valve 4 is arranged at a distolateral wall bottom in the backwash rhone 7 on top, middle channel, so that drainage ditch 6 links to each other with backwash rhone 7.Joining canal 8 one distolateral wall bottoms at gas, moisture has and just washes water discharging valve 5, so that canal 8 links to each other with drainage ditch 6, the top of other end sidewall links to each other with air duct 29 with air door 12 by pipeline, links to each other with backwash water pipe 21 with clear water pipe 19 with backwash inlet valve 22 by branch pipe tee connection, Clean water valve 20 in lower sidewall.
Clear water pipe 19 communicates with trapped well 18.In trapped well, be provided with dividing plate 30, clear water weir 17 arranged on the top of dividing plate 30.Be clear water canal 11 under piping lane 25, outside the dividing plate 30 of trapped well 18, have through hole 31 to communicate with clear water canal 11.
The course of work of the present utility model is:, to compression chamber's 16 water-fillings filtering layer is pressurizeed by compression chamber's filling and drainage system.Filtering layer is under the effect of compression chamber 16, and density strengthens gradually along the mobile direction of water, forms the in-depth filtration effect.The former water that is filtered enters V-type groove 13 by former water channel 1, water intaking valve 2, distribution channel 3 and V-type groove water inlet 23.Former water covers the groove top of V-type groove 23, flows into equably in the filter chamber 26.After former water is filtered by filtering layer, join in the canal 8 through porous plate 27, air distribution hole 10, distributing hole 9, the gas, the moisture that are focused on the bottom, middle channel.Open Clean water valve 20, the clear water that is filtered enters in the trapped well 18 by clear water pipe 19, Clean water valve 20.Adjust the height on the clear water weir 17 on trapped well 18 internal partitions 30, make the filter tank keep suitable filtering cloth head and filtering velocity.Clear water flows into clear water canal 11 by clear water weir 17, the through hole 31 of trapped well 18.
When the contaminated needs of filtering layer clean, close Clean water valve 20.Start compression chamber's filling and drainage system, discharge the water in the compression chamber, loosen filtering layer 13.Make filtrate be in free state.
Just wash
Open water intaking valve 2 and send water, open and just wash draining valve 5, form and just wash to the filter tank.At this moment, rinse water enters filter chamber 26 by former water channel 1, water intaking valve 2, distribution channel 3, V-type groove water inlet 23, V-type groove 13.After filtering layer cleaned, sewage joined by gas, moisture that distributing hole 9 on canal 8 sidewalls enters into gas, moisture is joined canal 8, is discharged in the drainage ditch 6 by just washing draining valve 5 again.
After just washing end, close water intaking valve 2, just wash draining valve 5, finish just to wash.
Backwash
Open back flush valves 22 and send water, open backwash draining valve 4 and carry out the backwash draining to the filter tank.At this moment, backwashing water distributes the distributing hole 9 on canal 8 sidewalls to enter the filter chamber by air water.After rinse water is cleaned filtering layer, be collected in the backwash rhone 7, simultaneously, water in the former tank 1 on top, filter tank still has on a small quantity and washes water inlet 24 by laterally sweeping, V-type groove water inlet 23 enters V-type groove 15, enter filter chamber 26 by the hole flushing 14 of laterally sweeping on the V-type groove 15 again, 26 the water surface produces lateral current in the filter chamber, forms laterally to sweep to wash the backwash rhone 7 in the middle of the impurity on the water surface, dirt are pushed to.Then, backwashing water is discharged in the drainage ditch 6 by backwash draining valve 4.
When filtering layer carries out positive and negative washing, can carry out air bump rinse operation to filtering layer.At this moment, start air blast, open air door 12, scavenging air distributes the air distribution hole 10 on canal 8 sidewalls to be input in the filter chamber by air water by air duct 29, air door 12 again.During backwash, in the filter chamber.When just washing, air and rinse water form convection current, can give full play to the characteristics that air water is cleaned, and can effectively clean filtrate.
In addition, porous plate 27 is equipped with in the bottom of filter chamber 21, and up-hole plate is equipped with on top, has several evenly distributed apertures on up-hole plate.Be fixed on the porous plate 27 adding get one's things ready filtrate 15 and water cap 28 between two orifice plates, the other end of filtrate is fixed on the up-hole plate.Also can increase drawing plate on up-hole plate top, up-hole plate and drawing plate are for being rigidly connected.A plurality of non-return valves are housed on drawing plate.A plurality of guiders are housed on orifice plate.21 top is provided with overflow mechanism in the filter chamber.Up-hole plate and drawing plate can move vertically along guider together.The move mode of up-hole plate can be the move mode of the orifice plate that disclosed of CN2138518, CN1232712 or Chinese patent application 98201424.4, and the orifice plate move mode in these applications can be used as embodiment of the present utility model.The structure of filter chamber 21 is also applicable to other forms of gravity filter equipment such as conventional rapid filters.

Claims (8)

1, a kind of fibre filter, have at least two filter courses of symmetrically arranged filter chamber and in said filter chamber that separate by double-deck middle channel, a upper lateral part has a former water channel and a distribution channel outside the filter tank, on top, two side, filter tank one V-type intake chamber is arranged, on the sidewall between distribution channel and the V-type groove, be provided with V-type groove water inlet, it is characterized in that, upper strata, middle channel, said filter tank is the backwash drainage ditch, lower floor is a gas, moisture is joined canal, on the top of said distribution canal two side one deploying gas aperture is arranged, one deploying water aperture is arranged at the bottom, the backwash water discharging valve that drainage ditch is linked to each other with the backwash rhone is arranged at the distolateral wall bottom in the backwash drainage ditch, at gas, moisture join canal one distolateral wall bottom have make that said distribution canal links to each other with drainage ditch just wash water discharging valve, the top of the other end sidewall in the backwash drainage ditch is provided with the air duct of a mounted valve, in lower sidewall the clear water pipe and the backwash water pipe of one mounted valve are set, said filter course is made of porous plate and the fibre bundle that is connected on the porous plate.
2, fibrous filtering pool according to claim 1 is characterized in that, the lower end of said fibre bundle is connected on the porous plate, and the upper end is drawn by float.
3, fibrous filtering pool according to claim 1 is characterized in that, said porous plate is a following porous plate and a up-hole plate, and said fibre bundle is connected up and down on the porous plate.
4, fibrous filtering pool according to claim 3 is characterized in that, said up-hole plate can move up and down.
5, want any described fibrous filtering pool among the 1-4 according to right, it is characterized in that, the compression chamber that at least one is made by flexible material is set in said fibre bundle.
6, fibrous filtering pool according to claim 5 is characterized in that, has a water intaking valve and laterally to sweep on the next door between former water channel and the distribution channel and washes the inlet opening.
7, fibrous filtering pool according to claim 5 is characterized in that, has a horizontal row to wash aperture to sweeping at the bottom land of V-type groove.
8, fibrous filtering pool according to claim 5 is characterized in that, the lower end of said fibre bundle is connected with porous plate by the water cap.
CN 99248788 1999-10-20 1999-10-20 Fiber filter pool Expired - Lifetime CN2401251Y (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 99248788 CN2401251Y (en) 1999-10-20 1999-10-20 Fiber filter pool

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 99248788 CN2401251Y (en) 1999-10-20 1999-10-20 Fiber filter pool

Publications (1)

Publication Number Publication Date
CN2401251Y true CN2401251Y (en) 2000-10-18

Family

ID=34033889

Family Applications (1)

Application Number Title Priority Date Filing Date
CN 99248788 Expired - Lifetime CN2401251Y (en) 1999-10-20 1999-10-20 Fiber filter pool

Country Status (1)

Country Link
CN (1) CN2401251Y (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN1318118C (en) * 2005-04-29 2007-05-30 浙江德安新技术发展有限公司 Fibrous filtering pool
CN101474500B (en) * 2008-01-02 2011-10-26 卢普伦 Fibre filter material filtering basin
CN102295383A (en) * 2011-06-02 2011-12-28 山东建筑大学 Advanced municipal wastewater treatment system and technology using the same for advanced treatment
CN103977610A (en) * 2014-05-29 2014-08-13 汕头市自来水总公司 Back-flushing filtering tank
CN114344959A (en) * 2022-01-05 2022-04-15 中冶华天工程技术有限公司 Constant liquid level backwashing structure and backwashing method for V-shaped filter tank

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN1318118C (en) * 2005-04-29 2007-05-30 浙江德安新技术发展有限公司 Fibrous filtering pool
CN101474500B (en) * 2008-01-02 2011-10-26 卢普伦 Fibre filter material filtering basin
CN102295383A (en) * 2011-06-02 2011-12-28 山东建筑大学 Advanced municipal wastewater treatment system and technology using the same for advanced treatment
CN103977610A (en) * 2014-05-29 2014-08-13 汕头市自来水总公司 Back-flushing filtering tank
CN103977610B (en) * 2014-05-29 2017-01-25 汕头市自来水总公司 Back-flushing filtering tank
CN114344959A (en) * 2022-01-05 2022-04-15 中冶华天工程技术有限公司 Constant liquid level backwashing structure and backwashing method for V-shaped filter tank

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Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
C56 Change in the name or address of the patentee
CP02 Change in the address of a patent holder

Address after: Shanghai city Baoshan District Shidongkou Road 99, zip code: 200942

Patentee after: Liu Chengqing

Address before: Shanghai City, Baoshan District Yun Chuan Road No. 53 Lane 1498 301, zip code: 201901

Patentee before: Liu Chengqing

ASS Succession or assignment of patent right

Owner name: SHANGHAI FANQING ENVIRONMENT PROTECTION ENGINEERI

Free format text: FORMER OWNER: LIU DENGQING

Effective date: 20080509

C41 Transfer of patent application or patent right or utility model
TR01 Transfer of patent right

Effective date of registration: 20080509

Address after: Shanghai city Baoshan District Shidongkou Road 99, zip code: 200942

Patentee after: Shanghai Fanqing Environment Engineering Co., Ltd.

Address before: Shanghai city Baoshan District Shidongkou Road 99, zip code: 200942

Patentee before: Liu Chengqing

C17 Cessation of patent right
CX01 Expiry of patent term