CN205627213U - Vertical multicavity room sandstone filtration ware - Google Patents
Vertical multicavity room sandstone filtration ware Download PDFInfo
- Publication number
- CN205627213U CN205627213U CN201620467870.4U CN201620467870U CN205627213U CN 205627213 U CN205627213 U CN 205627213U CN 201620467870 U CN201620467870 U CN 201620467870U CN 205627213 U CN205627213 U CN 205627213U
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- CN
- China
- Prior art keywords
- chamber
- filter
- pipe
- valve
- water inlet
- 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.)
- Expired - Fee Related
Links
- 238000001914 filtration Methods 0.000 title claims abstract description 12
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 50
- 239000006004 Quartz sand Substances 0.000 claims description 9
- VYPSYNLAJGMNEJ-UHFFFAOYSA-N Silicium dioxide Chemical compound O=[Si]=O VYPSYNLAJGMNEJ-UHFFFAOYSA-N 0.000 claims description 9
- 239000010865 sewage Substances 0.000 claims description 5
- 239000002245 particle Substances 0.000 claims description 3
- 238000004519 manufacturing process Methods 0.000 abstract description 5
- 238000009434 installation Methods 0.000 abstract description 4
- 239000000463 material Substances 0.000 abstract description 2
- 238000011038 discontinuous diafiltration by volume reduction Methods 0.000 abstract 1
- 238000005192 partition Methods 0.000 abstract 1
- 239000000178 monomer Substances 0.000 description 7
- 238000000034 method Methods 0.000 description 4
- 238000010586 diagram Methods 0.000 description 3
- 230000002262 irrigation Effects 0.000 description 3
- 238000003973 irrigation Methods 0.000 description 3
- 230000009286 beneficial effect Effects 0.000 description 2
- 235000010044 Hernandia moerenhoutiana Nutrition 0.000 description 1
- 244000084296 Hernandia moerenhoutiana Species 0.000 description 1
- 238000011001 backwashing Methods 0.000 description 1
- 238000004140 cleaning Methods 0.000 description 1
- 230000010485 coping Effects 0.000 description 1
- 238000000746 purification Methods 0.000 description 1
- 239000002994 raw material Substances 0.000 description 1
Landscapes
- Filtration Of Liquid (AREA)
Abstract
The utility model discloses a vertical multicavity room sandstone filtration ware, including water inlet main pipe, inlet tube, valve, the blowdown person in charge, blow off pipe, jar body, drain pipe, wherein, water inlet main pipe, inlet tube, the blowdown person in charge, blow off pipe are located jar top of the body, and the drain pipe is located jar below of the body, and the blowdown is responsible for through blow off pipe and valve and water inlet main pipe intercommunication, but jar of internal from the top down separates into filter chamber and the clear water chamber of catchmenting, its characterized in that by the baffle of seepage: the filter chamber of jar internal portion is by two at least filter chambers of vertical partitions are divided into that can not the seepage, but the different filtration cavities baffle through the seepage and clear water chamber intercommunication that catchments all, and inlet tube, blow off pipe are linked together with each filter chamber respectively, the utility model discloses the area and the volume reduction that occupy reduce the use amount of raw and other materials and simplify manufacturing process, and reduction in production cost reduces the cost of transportation, and on -the -spot installation is very simplified, reduces the risk that the installation was leaked.
Description
Technical field
This utility model belongs to filtering and purifying technical field, particularly relates to a kind of agricultural irrigation sandstone defecator.
Background technology
At present, the sandrock filter of application in field of agricultural irrigation, it is widely used in the primary filter of agricultural irrigation system, present sandrock filter is common vertical filter, its single filter cavity can only ensure specifically to process flow, and when needing bigger process traffic requirement, single filter can not meet use requirement, for this kind of situation, coping style conventional in reality is through the parallel combination of multiple monomer strainer to reach to process the requirement of big flow rate working conditions.Although this multiple monomer strainer combines the requirement being capable of big traffic filtering, and it also is able to realize automatic or manual backwashing function, but this multiple monomer strainer is combined and is had the disadvantage that 1, floor space is big, and connecting line is complicated；2, multiple monomer strainers are combined, and necessarily occur connecting pipeline long, make material cost and processing cost all increase；3, multiple monomer strainers transport inconvenience, cost of transportation is high；4, on-site installation work amount is big, and mounting cost is high；5, multiple monomer strainers are combined, and pipeline is complicated, is susceptible to pipeline connection place and leaks.
Utility model content
In order to solve the problems referred to above, a kind of floor space of this utility model offer is little, connect the one vertical multi-chamber sandrock filter that pipeline is simple, overall structure is simple, production cost is low.
nullThis utility model is achieved through the following technical solutions: a kind of vertical multi-chamber sandrock filter，Including entering water supervisor 1、Water inlet pipe 10A、10B、Valve 2A、2B、2C、2D、Sewage draining exit 3、Blow-off pipe 11A、11B、Tank body 4、Drain pipe 5，Wherein，Water inlet supervisor 1、Water inlet pipe 10A、10B、Blowdown supervisor 3、Blow-off pipe 11A、11B is positioned at the top of tank body 4，Drain pipe 5 is positioned at the lower section of tank body 4，Valve 2A、2C is located at water inlet pipe 10A、On 10B，Valve 2B、2D is located at blow-off pipe 11A、On 11B，Blowdown supervisor 3 is by blow-off pipe 11A、11B and valve 2B、2D connects with water inlet supervisor 1，Tank body 4 is internal from top to bottom by the dividing plate 6 of seepage being separated into filter chamber and clear water collect cavity 9，It is characterized in that: the filter chamber within tank body 4 is by the vertical clapboard 7 of seepage being divided at least two filter chamber 8，Different filtering chamber all passes through the dividing plate 6 of seepage to connect with clear water collect cavity 9，Water inlet supervisor 1、Blowdown supervisor 3 is connected with each filter chamber 8 respectively.
Preferably, the filter chamber within tank body 4 is by the vertical clapboard 7 of seepage being divided at least two filter chamber 8.
Preferably, water inlet 12, outlet 13 and sewage draining exit 16 are also included.
Preferably, water cap 14 is also included.
Preferably, the filter medium 15 filled in filter chamber 8 is quartz sand.
Further, the particle diameter of described quartz sand is 1～5mm.
Further, the packed height of described quartz sand is 200～800mm.
Preferably, described valve 2A, 2B, 2C, 2D are machinery valve or automatic valve or electrically operated valve.
Compared with prior art, the beneficial effects of the utility model are, are ensureing in the case of same filtering traffic, combine with multiple monomer strainers compared with, the area that this utility model takies reduces with volume；Reduce raw-material usage amount and simplify manufacturing process, reducing production cost；Reducing cost of transportation, on-the-spot installation is greatly simplified；Reduce the risk installing leakage.
Accompanying drawing explanation
Fig. 1 is structure and the filtration condition schematic diagram of existing conventional combination sandrock filter.
Fig. 2 is structure and the backwash view of existing conventional combination sandrock filter.
Fig. 3 is structure and the filtration condition schematic diagram of this utility model vertical multi-chamber sandrock filter.
Fig. 4 is structure and the backwash view of this utility model vertical multi-chamber sandrock filter.
Fig. 5 is that the difference of this utility model vertical multi-chamber sandrock filter filter chamber divides equally example schematic diagram.
Wherein, 1 water inlet supervisor, 2A, 2B, 2C, 2D valve, 3 blowdown supervisors, 4 tank bodies, 5 drain pipies, 6 can seepage dividing plate, 7 can not seepage dividing plate, 8 filter chambers, 9 clear water collect cavities, 10A, 10B water inlet pipe, 11A, 11B blow-off pipe, 12 water inlets, 13 outlets, 14 water caps, 15 filter mediums, 16 sewage draining exits.
Detailed description of the invention
In order to make the purpose of this utility model technical scheme and advantage clearer, below in conjunction with drawings and Examples, the utility model is described in further detail.Should be appreciated that specific embodiment described herein, only in order to explain this utility model, is not used to limit this utility model.
With reference to Fig. 3,4 and Fig. 5.
nullA kind of vertical multi-chamber sandrock filter，Including entering water supervisor 1、Water inlet pipe 10A、10B、Valve 2A、2B、2C、2D、Blowdown supervisor 3、Blow-off pipe 11A、11B、Tank body 4、Drain pipe 5，Wherein，Water inlet supervisor 1、Water inlet pipe 10A、10B、Blowdown supervisor 3、Blow-off pipe 11A、11B is positioned at the top of tank body 4，Drain pipe 5 is positioned at the lower section of tank body 4，Valve 2A、2C is located at water inlet pipe 10A、On 10B，Valve 2B、2D is located at blow-off pipe 11A、On 11B，Blowdown supervisor 3 is by blow-off pipe 11A、11B and valve 2B、2D connects with water inlet supervisor 1，Tank body 4 is internal from top to bottom by the dividing plate 6 of seepage being separated into filter chamber and clear water collect cavity 9，Filter chamber within tank body 4 is by the vertical clapboard 7 of seepage being divided at least two filter chamber 8，Different filtering chamber all passes through the dividing plate 6 of seepage to connect with clear water collect cavity 9，Water inlet supervisor 1、Blowdown supervisor 3 is connected with each filter chamber 8 respectively.
Filter chamber within tank body 4 is by the vertical clapboard 7 of seepage being divided at least two filter chamber 8.
Also include water inlet 12, outlet 13 and sewage draining exit 16.
Also include water cap 14.
The filter medium 15 filled in filter chamber 8 is quartz sand.
The particle diameter 1～5mm of described quartz sand.
The packed height of described quartz sand is 200～800mm.
Described valve 2A, 2B, 2C, 2D are machinery valve or automatic valve or electrically operated valve, it is possible to achieve manually or realize automatic backwash.
Seeing figures.1.and.2, the beneficial effects of the utility model are as follows: such as when the process water yield (water amount) is 80m3During/h, use existing vertical sandrock filter, in the case of without other external cleaning water source, must the single-body vertical sandrock filter of two diameter above 500～700 millimeters used in parallel, the when of needing backwash (with the water purification after filtration as backwash water source), the automatic or manual wherein part water outlet of a vertical sandrock filter goes another vertical sandrock filter is carried out backwash.The combination floor space of two vertical sandrock filters is 1.69～1.78 square metres；And use this utility model, for 80m3This treating capacity of/h, the vertical multi-chamber sandrock filter only needing a diameter 800～1000 millimeters can realize, floor space only has 0.9～1.03 square metre, save 2/5ths take up room, eliminating the vertical sandrock filter of multiple stage and collect the length of water outlet connecting tube, this utility model vertical multi-chamber sandrock filter is also greatly lowered because of the little cost of transportation of volume simultaneously.
Claims (8)
- null1. a vertical multi-chamber sandrock filter，Including entering water supervisor (1)、Water inlet pipe (10A、10B)、Valve (2A、2B、2C、2D)、Blowdown supervisor (3)、Blow-off pipe (11A、11B)、Tank body (4)、Drain pipe (5)，Wherein，Water inlet supervisor (1)、Water inlet pipe (10A、10B)、Blowdown supervisor (3)、Blow-off pipe (11A、11B) it is positioned at the top of tank body (4)，Drain pipe (5) is positioned at the lower section of tank body (4)，Valve (2A、2C) it is located at water inlet pipe (10A、On 10B)，Valve (2B、2D) it is located at blow-off pipe (11A、On 11B)，Blowdown supervisor (3) is by blow-off pipe (11A、11B) and valve (2B、2D) connect with water inlet supervisor (1)，Tank body (4) is internal from top to bottom by the dividing plate (6) of seepage being separated into filter chamber and clear water collect cavity (9)，It is characterized in that: the internal filter chamber of tank body (4) is by the vertical clapboard (7) of seepage being divided at least two filter chamber (8)，Different filtering chamber all passes through the dividing plate (6) of seepage to connect with clear water collect cavity (9)，Water inlet supervisor (1)、Blowdown supervisor (3) is connected with each filter chamber (8) respectively.
- One the most according to claim 1 vertical multi-chamber sandrock filter, it is characterised in that: the internal filter chamber of tank body (4) is by the vertical clapboard (7) of seepage being divided at least two filter chamber (8).
- One the most according to claim 1 vertical multi-chamber sandrock filter, it is characterised in that: also include water inlet (12), outlet (13) and sewage draining exit (16).
- One the most according to claim 1 vertical multi-chamber sandrock filter, it is characterised in that: also include water cap (14).
- One the most according to claim 1 vertical multi-chamber sandrock filter, it is characterised in that: the filter medium (15) filled in filter chamber (8) is quartz sand.
- One the most according to claim 5 vertical multi-chamber sandrock filter, it is characterised in that: the particle diameter of described quartz sand is 1～5mm.
- One the most according to claim 5 vertical multi-chamber sandrock filter, it is characterised in that: the packed height of described quartz sand is 200～800mm.
- One the most according to claim 1 vertical multi-chamber sandrock filter, it is characterised in that: described valve (2A, 2B, 2C, 2D) is machinery valve or automatic valve or electrically operated valve.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620467870.4U CN205627213U (en) | 2016-05-23 | 2016-05-23 | Vertical multicavity room sandstone filtration ware |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620467870.4U CN205627213U (en) | 2016-05-23 | 2016-05-23 | Vertical multicavity room sandstone filtration ware |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205627213U true CN205627213U (en) | 2016-10-12 |
Family
ID=57055298
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620467870.4U Expired - Fee Related CN205627213U (en) | 2016-05-23 | 2016-05-23 | Vertical multicavity room sandstone filtration ware |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205627213U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108854210A (en) * | 2018-07-19 | 2018-11-23 | 江苏京源环保股份有限公司 | A kind of water process integration in-depth filtration device |
| CN109316788A (en) * | 2018-07-19 | 2019-02-12 | 江苏京源环保股份有限公司 | A kind of more medium filter and its filter method |
-
2016
- 2016-05-23 CN CN201620467870.4U patent/CN205627213U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108854210A (en) * | 2018-07-19 | 2018-11-23 | 江苏京源环保股份有限公司 | A kind of water process integration in-depth filtration device |
| CN109316788A (en) * | 2018-07-19 | 2019-02-12 | 江苏京源环保股份有限公司 | A kind of more medium filter and its filter method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| PE01 | Entry into force of the registration of the contract for pledge of patent right |
Denomination of utility model: Vertical multicavity room sandstone filtration ware Effective date of registration: 20170112 Granted publication date: 20161012 Pledgee: Haidian Beijing science and technology enterprise financing Company limited by guarantee Pledgor: BEIJING TONGJIE WISDOM WATER CO.,LTD. Registration number: 2017990000030 |
|
| PLDC | Enforcement, change and cancellation of contracts on pledge of patent right or utility model | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20161012 |