CN2937108Y - Electric-control spiral-flow high turbidity integral water purifier - Google Patents

Electric-control spiral-flow high turbidity integral water purifier Download PDF

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Publication number
CN2937108Y
CN2937108Y CN 200620109605 CN200620109605U CN2937108Y CN 2937108 Y CN2937108 Y CN 2937108Y CN 200620109605 CN200620109605 CN 200620109605 CN 200620109605 U CN200620109605 U CN 200620109605U CN 2937108 Y CN2937108 Y CN 2937108Y
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CN
China
Prior art keywords
chamber
water
automatically controlled
welded
tube
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Expired - Fee Related
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CN 200620109605
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Chinese (zh)
Inventor
唐耀华
杨昌力
林柯
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GUIZHOU GREEN ENVIRONMENT PROTECTION EQUIPMENT ENGINEERING Co Ltd
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GUIZHOU GREEN ENVIRONMENT PROTECTION EQUIPMENT ENGINEERING Co Ltd
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Priority to CN 200620109605 priority Critical patent/CN2937108Y/en
Application granted granted Critical
Publication of CN2937108Y publication Critical patent/CN2937108Y/en
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Abstract

The utility model relates to an integral electron-control vortex heavy sewage purifier, which belongs to heavy sewage treatment equipment. Three advanced technologies comprising a water vortex clarifier, an inclined-tube deposit tank and an electron-control siphon filter are combined together and adopted by the utility model. The concrete coagulative precipitation system <1> is inside the coagulative precipitation tank (26), a rotary mud scraper (22) is arranged in the center, at the upper of the coagulative precipitation tank (26), clarifier room <2> and an inclined-tube deposit room <3> are arranged between a clarifier body (11) and a return guide room (23). The electron-control siphon filter room <4> that comprises four smaller filters is welded at a side of the deposit tank. The heavy sewage water with 60kg/m3 sand content can be processed qualified to potable water or plant water by a cycle, meantime the operation is automatical.

Description

The high turbidity integral water purifier of automatically controlled whirlwind-type
Technical field: the utility model relates to water purifier, the high turbidity integral water purifier of particularly a kind of automatically controlled whirlwind-type.
Background technology: the most popular sedimentation and filtration integratedization water purifier of prior art is that reaction, precipitation, filtering technique commonly used are combined mostly.Its shortcoming is to handle the not high former water of turbidity, and is then powerless for the former water of turbidity>40000mg/L.
Summary of the invention: the purpose of this utility model is to provide a kind of automatically controlled whirlwind-type high turbidity integral water purifier, and it can revolve water the novel water purifying plant that clarification, tube settling, automatically controlled siphon filter the new structure that three new technologies that never made up combine and captures 60Kg/m 3The former water treatment of opacity becomes tap water or process water, and has realized full-automatic operation.
Formation of the present utility model: revolve coagulant precipitation system (), clarifying chamber (two), tube settling chamber (three) and automatically controlled siphon filtration chamber (four) by water and form, it in the coagulant precipitation chamber 26 peripheral structure that water revolves coagulant precipitation system (one), there is rotation mud scraper 22 at the center, formed clarifying chamber (two) and tube settling chamber (three) between the diversion chamber 23 on 26 tops, coagulant precipitation chamber and clarifying chamber's body 11, the automatically controlled siphon filtration chamber (four) that is made up of the little filter chamber of four lattice is welded on the settling chamber on one side.
The top of coagulant precipitation chamber 26 is welded with reaction chamber 21, mixing section 24 and regulates tube 25, water inlet pipe 10 enters mixing tank 24 by water sprayer 9 from tangential direction, the bottom of coagulant precipitation chamber 26 is equipped with check valve l4, search mud pit 1 from the center and draw shore pipe 4, the automatically controlled mud valve 5 of terminal installation by basis 2.
Spoil disposal endless tube 13 is arranged at the bottom of (two) and tube settling chamber (three) in the clarifying chamber, draw by clarifying chamber's shore pipe 12, the automatically controlled mud valve 6 of terminal installation, the middle and upper part is welded with inclined tube carriage 17, inclined tube 18 is housed on it, the top is welded with level set water pipe 19, they respectively with clarifying chamber's body 11, diversion chamber 23 on central water leg 20 and distributing trough 27 welding.
Automatically controlled siphon filtration chamber (four) is welded on the tube settling chamber on one side, be that the little filter chamber of four lattice combines, be equipped with by filter plate steelframe 47 its underpart, filter plate 46, the filter bed that pebbles supporting layer 45 and homogeneous filtering material 44 are formed, filtration chamber's cover plate 31 separates filtration chamber 35 and top filtered water tank 33, rising pipe 34 is arranged in the filtered water tank, the center is welded with back flushing siphon pipe 32, pass filtration chamber's cover plate 31 and filtered water tank cover plate 30 outlets enter trapped well 41 outward downwards, back flushing siphon pipe 32 tops are welded with pneumatic tube 36, automatically controlled intake valve 37 is equipped with in this pipe below, electrically-controlled valve 38, public extraction pipe 39 and vacuum pump 40, the filter chamber water inlet is perpendicular also 29 to be welded on clarifying chamber's body 11, bottom and filtered water tank cover plate 30 and 31 welding of filtration chamber's cover plate, water distribution weir 28 is equipped with at the center.
Compared with the prior art, the utility model revolves coagulant precipitation system (), clarifying chamber (two), tube settling chamber (three) and automatically controlled siphon filtration chamber (four) with water organically forms integral water purifier, it has five big advantages: the first, eddy flow mixing, cyclone reaction, eddy flow sedimentation () add clarification (two) and tube settling (three), be three grades of sedimentations, can realize that opacity with the ultra is from 60Kg/m 3Drop to<the efficient precipitation of 30mg/L.The second, the automatically controlled siphon filtration chamber (four) with siphon filter and valveless filtering pool principle design has realized that equipment is low, can be directly and settling chamber's matching running.Three, automatically controlled spoil disposal and automatically controlled back flushing have realized the simple fully automatic operation of Controlling System.Four, equipment is lower than 6m, can be installed in the factory building.Five, the integration apparatus floor space is little, invests low.
Description of drawings: Fig. 1 is the utility model structural representation; Fig. 2 is the vertical view of Fig. 1.
The mud pit is searched at 1. centers among the figure, 2. basis, 3. settling chamber's base plate, 4. shore pipe, 5. the automatically controlled mud valve of coagulating chamber, the 6. automatically controlled mud valve in clarifying chamber, 7. return line, 8. reverse flow valve, 9. water sprayer, 10. water inlet pipe, 11. clarifying chamber's bodies, 12. clarifying chamber's shore pipes, 13. the spoil disposal endless tube, 14. check valves, 15. coagulant dosage pipes, 16 coagulant aidss add pipe, 17. the inclined tube carriage, 18. inclined tubes, 19. headers, 20. central water leg, 21. reaction chambers.22. the rotation mud scraper, 23. diversion chamber, 24. mixing sections, 25. regulate tube, coagulant precipitation chambers 26., 27. distributing troughs, 28. the water distribution weir, 29. filter chambers water inlet vertical shaft, 30. filtered water tank cover plates, 31. filtration chamber's cover plate, 32. back flushing siphon pipes, 33. filtered water tanks, 34. rising pipe, 35. filtration chambers, 36. pneumatic tubes, 37. automatically controlled intake valve, 38. electrically-controlled valve, 39. public extraction pipes, 40. vacuum pump, 41. trapped well, 42. water shoots, 43. filtration chamber's bodies, 44. homogeneous filtering material or double-layer filter material, 45. the pebbles supporting layer, 46. filter plates, 47. filter plate steelframes.
Embodiment: as shown in Figure 1 and Figure 2:
1. Equipment Foundations and trapped well: Equipment Foundations 2 are installed the high turbidity integral water purifier of whole automatically controlled whirlwind-type for to have the reinforced concrete base that the mud pit is searched at the center on it.Trapped well (41) is the structure of plastering of laying bricks, and it is divided into inside and outside two lattice with the water seal weir, and the inboard is divided into four lattice again, and four backwash siphon pipes stretch into respectively wherein, and the outside is drifting, and water shoot 42 is drawn in the shaft bottom.
2. water revolves coagulant precipitation system (): coagulant precipitation chamber 26 is bell shape, up-small and down-big, be welded on settling chamber's base plate 3, near base plate a plurality of check valves 14 are housed, the center is equipped with and is regulated tube 25 and reaction chamber 21, reaction chamber 21 and 26 welding of coagulant precipitation chamber are welded with mixing section 24 between reaction chamber 21 and coagulant precipitation chamber 26.Water inlet pipe 10 and water sprayer 9 are connected with ring flange, link to each other with coagulant dosage pipe 15 above the water sprayer 9, link to each other with return line 7 and reverse flow valve 8 below, water inlet pipe 10 passes clarifying chamber's body 11, diversion chamber 23 enters the mixing section 24 from tangential direction, and welds with them.Coagulant aids add pipe 16 pass clarifying chamber's body 11, diversion chamber 23 enter water inlet pipe 10 and with they welding.A coagulant precipitation chamber 26 and adjusting tube 25 centers are equipped with rotation mud scraper 22, and mud pit 1 is searched in this machine bottom up to the center, search mud pit 1 from the center and draw coagulating chamber shore pipe 4, and end is installed automatically controlled mud valve 5.
3. clarifying chamber (two): diversion chamber 23 is installed in the top outside the coagulant precipitation chamber 26, is inverted tubaeform, and the space between its bottom and coagulant precipitation chamber 26 and the clarifying chamber's body 11 constitutes clarifying chamber (two).Clarifying chamber's body 11 is welded on settling chamber's base plate 3, and its bottom is welded with spoil disposal endless tube 13, and has shore pipe 12 pass-outs in clarifying chamber's outdoor, be welded on clarifying chamber's body 11, and with threeway form and return line 7 welding, automatically controlled mud valve 6 is installed in outlet.
4. tube settling chamber (three): inclined tube carriage 17 is welded in clarifying chamber's body 11 and the diversion chamber 23, and inclined tube 18 is installed on it, and the top, chamber has header 19 horizontal weldings to be connected on clarifying chamber's body 11 and the central water leg 20.Central authorities water leg 20 be welded in the diversion chamber 23, on the other hand the other end of header 19 again horizontal welding be connected on the distributing trough 27, distributing trough 27 is welded on the opposite side of clarifying chamber's body 11 again.
5. automatically controlled siphon filtration chamber (four): be square four lattice, be with filtered water tank, be installed in one side of settling chamber, filtration chamber's body 43 is total to wall with clarifying chamber's body 11, is welded on settling chamber's base plate 3.29 minutes two bond pads of filter chamber water inlet vertical shaft are on clarifying chamber's body 11, the center is welded with water distribution weir 28, middle part and 30 welding of filtered water tank cover plate, bottom and 31 welding of filtration chamber's cover plate, filtered water tank cover plate 30 and filtration chamber's cover plate 31 are welded on filtration chamber's body 43 tops and top, and filtered water tank cover plate 30 belows are welded tubaeform rising pipe 34 and passed filtration chamber's body 43.Filtered water tank cover plate 30 and filtration chamber's cover plate 31 centers are welded with back flushing siphon pipe 32, enter trapped well 41 downwards after going out filtered water tank.Back flushing siphon pipe 32 overhead weldings have pneumatic tube 36, and automatically controlled intake valve 37, electrically-controlled valve 38, public extraction pipe 39 and public vacuum pump 40 are equipped with in the bottom.The bottom, filtration chamber is welded with filter plate steelframe 47, and filter plate 46, the pebbles supporting layer 45 of mating formation on the plate, mat formation on it homogeneous filtering material or double-layer filter material 44 are installed on it.

Claims (4)

1. high turbidity integral water purifier of automatically controlled whirlwind-type, revolving coagulant precipitation system (), clarifying chamber (two), tube settling chamber (three) and automatically controlled siphon filtration chamber four by water forms, it is characterized in that: be that water revolves coagulant precipitation system () in coagulant precipitation chamber (26), there is rotation mud scraper (22) at the center, formed clarifying chamber (two) and tube settling chamber (three) between the diversion chamber (23) on top, coagulant precipitation chamber (26) and clarifying chamber's body (11), the automatically controlled siphon filtration chamber four that is made up of the little filter chamber of four lattice is welded on the settling chamber on one side.
2. the high turbidity integral water purifier of automatically controlled whirlwind-type according to claim 1, it is characterized in that: the top of coagulant precipitation chamber (26) is welded with reaction chamber (21), mixing section (24) and regulates tube (25), water inlet pipe (10) enters mixing tank (24) by water sprayer (9) from tangential direction, the bottom of coagulant precipitation chamber (26) is equipped with check valve (14), search mud pit (1) from the center and draw shore pipe (4), the terminal automatically controlled mud valve (5) of installing by basis 2.
3. the high turbidity integral water purifier of automatically controlled whirlwind-type according to claim 1, it is characterized in that: spoil disposal endless tube (13) is arranged at the bottom of (three) and tube settling chamber (three) in the clarifying chamber, draw by clarifying chamber's shore pipe (12), the terminal automatically controlled mud valve (6) of installing, the middle and upper part is welded with inclined tube carriage (17), inclined tube (18) is housed on it, the top is welded with level set water pipe (19), they respectively with clarifying chamber's body (11), diversion chamber (23) on central water leg (20) and distributing trough (27) welding.
4. the high turbidity integral water purifier of automatically controlled whirlwind-type according to claim 1, it is characterized in that: automatically controlled siphon filtration chamber (four) is welded on the tube settling chamber on one side, be that the little filter chamber of four lattice combines, be equipped with by filter plate steelframe (47) its underpart, filter plate (46), the filter bed that pebbles supporting layer (45) and homogeneous filtering material or double-layer filter material (44) are formed, filtration chamber's cover plate (31) separates filtration chamber (35) and top filtered water tank (33), rising pipe (34) is arranged in the case, the center is welded with back flushing siphon pipe (32), pass filtration chamber's cover plate (31) and filtered water tank cover plate (30) outlet enters trapped well (41) outward downwards, back flushing siphon pipe (32) top is welded with pneumatic tube (36), automatically controlled intake valve (37) is equipped with in the below, electrically-controlled valve (38), public extraction pipe (39) and vacuum pump (40), filter chamber water inlet vertical shaft (29) is welded on clarifying chamber's body (11), bottom and filtered water tank cover plate (30) and filtration chamber's cover plate (31) welding, water distribution weir (28) is equipped with at the center.
CN 200620109605 2006-08-16 2006-08-16 Electric-control spiral-flow high turbidity integral water purifier Expired - Fee Related CN2937108Y (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 200620109605 CN2937108Y (en) 2006-08-16 2006-08-16 Electric-control spiral-flow high turbidity integral water purifier

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 200620109605 CN2937108Y (en) 2006-08-16 2006-08-16 Electric-control spiral-flow high turbidity integral water purifier

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CN2937108Y true CN2937108Y (en) 2007-08-22

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101811763A (en) * 2010-04-16 2010-08-25 贵州绿色环保设备工程有限责任公司 Solar photovoltaic independently-powered integrated water-purifying device
CN103877778A (en) * 2014-03-18 2014-06-25 营口市鑫圆容器制造有限公司 Full-automatic filtering system for slag flushing water of blast furnace
CN109603216A (en) * 2019-01-29 2019-04-12 苏州淡林环境科技有限公司 A kind of unpowered tiny flocculation reaction settling basin

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101811763A (en) * 2010-04-16 2010-08-25 贵州绿色环保设备工程有限责任公司 Solar photovoltaic independently-powered integrated water-purifying device
CN101811763B (en) * 2010-04-16 2012-07-11 贵州绿色环保设备工程有限责任公司 Solar photovoltaic independently-powered integrated water-purifying device
CN103877778A (en) * 2014-03-18 2014-06-25 营口市鑫圆容器制造有限公司 Full-automatic filtering system for slag flushing water of blast furnace
CN109603216A (en) * 2019-01-29 2019-04-12 苏州淡林环境科技有限公司 A kind of unpowered tiny flocculation reaction settling basin

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C17 Cessation of patent right
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Granted publication date: 20070822

Termination date: 20090916