CN102199928B - Lavatory water saving system for unit-type buildings - Google Patents
Lavatory water saving system for unit-type buildings Download PDFInfo
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- CN102199928B CN102199928B CN 201110081542 CN201110081542A CN102199928B CN 102199928 B CN102199928 B CN 102199928B CN 201110081542 CN201110081542 CN 201110081542 CN 201110081542 A CN201110081542 A CN 201110081542A CN 102199928 B CN102199928 B CN 102199928B
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- Prior art keywords
- water
- integrated treatment
- treatment module
- toilet
- storage device
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 122
- 238000001914 filtration Methods 0.000 claims abstract description 33
- 239000002351 wastewater Substances 0.000 claims abstract description 20
- 230000005484 gravity Effects 0.000 claims abstract description 5
- 238000011010 flushing procedure Methods 0.000 claims abstract description 4
- 238000009434 installation Methods 0.000 claims description 18
- 238000000746 purification Methods 0.000 claims description 10
- 238000000034 method Methods 0.000 claims description 6
- 239000000463 material Substances 0.000 claims description 5
- 239000003814 drug Substances 0.000 claims description 4
- 239000008399 tap water Substances 0.000 claims description 3
- 235000020679 tap water Nutrition 0.000 claims description 3
- 238000001514 detection method Methods 0.000 claims description 2
- 238000012423 maintenance Methods 0.000 claims description 2
- 230000000630 rising effect Effects 0.000 claims description 2
- 239000008400 supply water Substances 0.000 claims description 2
- 239000003643 water by type Substances 0.000 claims description 2
- 239000010865 sewage Substances 0.000 claims 1
- 230000001351 cycling effect Effects 0.000 abstract 1
- 230000004087 circulation Effects 0.000 description 4
- 238000005406 washing Methods 0.000 description 3
- 230000015572 biosynthetic process Effects 0.000 description 1
- 238000004140 cleaning Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000001815 facial effect Effects 0.000 description 1
- 239000012467 final product Substances 0.000 description 1
- 230000003836 peripheral circulation Effects 0.000 description 1
- 238000007789 sealing Methods 0.000 description 1
- 230000009897 systematic effect Effects 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
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- Sanitary Device For Flush Toilet (AREA)
- Domestic Plumbing Installations (AREA)
Abstract
The present invention relates to a lavatory water saving system for unit-type buildings, which collects wastewater of a lavatory for flushing toilets. A water storage apparatus and a processing module which integrates the functions of collecting, filtering, purifying, delivering water and draining, maintaining are arranged on or under the floor of the lavatory, the invention is applied to support people for moving and putting daily necessities in the lavatory, and the water storage capacity is large. A purifying and filtering apparatus in the processing module is capable of performing a water quality treatment of wastewater in the system; wastewater enables a cycling filtration in a water channel with a helical and centripetal structure in the system by its own gravity. When a pressure transducer determines that the toilet needs water, the water delivering device pumps water automatically into the toilet; when the pressure transducer determines that no water is in the toilet, a solenoid valve is automatically switched on for using water from the buildings to support a tank of the toilet. When wastewater exceeds the system capacity, the exceeded water is overflowed out of the system by a drainage device, overall wastewater in the system can be evacuated by hand-operated work. The system is easy to operate.
Description
Technical field
The washroom water saving
Background technology
The washroom water saving has become a topic be concerned by people.Patent related to this is too numerous to enumerate.But the example be generalizable not is a lot.Its main cause is: 1. water-saving system all needs to intervene water-closet tank, causes the user to buy toilet according to the demand of oneself.2. many foreign material of waste water in washroom, standing time is long peculiar smell, so that the water of toilet water sealing part is not susceptible to user acceptance on color and smell.3. do not accomplish that large tracts of land reclaims waste water in washroom, the collection of laundry, waste water of bath remains a difficult problem.4. the water tank occupy-place is still problem, in any case hide, water tank still occupies last minute space, ground.Cause toilet space to plan obstacle to some extent.In sum, existing bathroom water-saving device still can't large tracts of land be popularized, and the waste water of toilet of popular character takes full advantage of still a just ideal.
Summary of the invention
The present invention by be placed in below accomodation ground or more than, can be for people's water storage apparatus of movable, putting on article in the above; The common composition of integrated treatment module (hereinafter to be referred as the integrated treatment module) that integrates collection, filtration, purification, defeated draining, maintenance.
Water storage apparatus and integrated treatment module all are divided into two-layer up and down, two parts are connected by 8 sections dismountable short duct, take the integrated treatment module as the explanation center (the following explanation to the link short tube is all taken this as the standard), 8 sections short duct are respectively 4 sections upper strata effusers, 3 sections upper strata inflow pipes, 1 section lower floor's inflow pipe.
In the integrated treatment inside modules, have respectively 3 near 3 sections upper strata inflow pipes and highly run through integrated treatment module levels, between levels without the filtration equipment for clarifying of dividing plate.Filtration equipment for clarifying is born filtering function in the part on integrated treatment module upper strata, and the part of close upper strata inflow pipe is water inlet, the screen pack slant setting, and the foreign material that are filtered arrive filtration equipment for clarifying inside by gravity fall; Part in integrated treatment module lower floor is born purification function, and built-in solubization purifies the medicine piece.The screen pack density of 3 filtration equipment for clarifying becomes large from outside to inside gradually according to putting in order of upper strata inflow pipe.
The upper strata of water storage device and integrated treatment module is partitioned into water channel by the inwall of water tank, and the two is a water channel that spiral is centripetal of common formation after detachable short tube connects.There is the load-bearing support post water storage device inside.
Integrated treatment module first half summit portion has the water collecting device of similar traditional floor drain, is used for collecting in washroom the waste water that is scattered.The integrated treatment module is utilized the pipeline interface of side, can be by being exposed to accomodation ground or burying in the pipeline that is not less than water storage device and integrated treatment module upper strata of body of wall inside, washroom and collect washing machine, bathe screen and other a large amount of waste water that likely produce.
Lower floor in the integrated treatment module is provided with total system dewatering installation (hereinafter to be referred as dewatering installation), and it is opened on integrated treatment module lower floor bottom, with supply mains's line under washroom, is connected.Highly run through integrated treatment module levels, overall height is 95% of water storage device and integrated treatment module inside wall height, is double-layer sleeve structure.And the drain hole that the coincidence of can rotate to is arranged bottom of double-layer sleeve structure.Outer layer sleeve and the welding of integrated treatment module bottom inwall, the inner layer sleeve upper opening is used for overflowing the waste water over beyond the total system water capacity, inner layer sleeve can be take integrated treatment module height as axle rotation, water in the rotation inner layer sleeve can emptying total system when inner layer sleeve below drain hole is overlapped with drain hole below outer layer sleeve.With respect to the upper strata of integrated treatment module, the dewatering installation position is after outermost purification filtering module.
The integrated treatment inside modules is equipped with water delivery device, and water delivery device runs through integrated treatment module levels, and its top interface exposes to whole system, with the toilet upper hose, with the city tap-water pipe, is connected.Water delivery device comprises the suction hole that is positioned at the integrated treatment module bottom, be positioned at the submersible pump of integrated treatment module Lower Half, be positioned at the level sensor of integrated treatment module bottom, water-supply-pipe, wire, with the electromagnetic valve that the building running water pipe is connected, the pressure inductor be connected with the toilet water inlet pipe and anti-backwater, process chip, power interface.
The accompanying drawing explanation
Fig. 1 is water storage apparatus and integrated treatment module first half figure, wherein omits the integrated treatment module details.
Fig. 2 is water storage apparatus and integrated treatment module Lower Half figure, wherein omits the integrated treatment module details.
Fig. 3 is integrated treatment module first half figure, wherein omits water delivery device details, dewatering installation details, filtration equipment for clarifying details.
Fig. 4 is integrated treatment module Lower Half figure, wherein omits water delivery device details, dewatering installation details, filtration equipment for clarifying details.
Fig. 5 is filtration equipment for clarifying side detail figure.
Fig. 6 is the dewatering installation detailed drawing.
Fig. 7 is water delivery device side detail figure.
Fig. 1 has shown the first half of water storage device and integrated treatment module, the 3 integrated treatment modules that are omissions of detail; 1 is water storage device; 2 is a wherein example of water storage device support column; 4,6,8,10 is the upper strata effuser; 5,7,9 is the upper strata inflow pipe; 37 is water storage device levels through hole; 12 is the water storage device inwall, and it enough becomes a water channel that spiral is centripetal with the integrated treatment module upper strata inwall 38 in Fig. 3 jointly with 4,5,6,7,8,9,10; Water channel space, water storage device upper strata maximum between upper strata effuser 4 and upper strata inflow pipe 5, in order to cushion issuable instantaneous a large amount of water inlets; Internal system water is through following, finally by 37 inflow water storage device lower floors.
Fig. 2 has shown the Lower Half of water storage device and integrated treatment module, the 3 integrated treatment modules that are omissions of detail; 1 is water storage device; 2 is a wherein example of water storage device support column; 11 is lower floor's inflow pipe.
Fig. 3 has shown the integrated treatment module first half, and 4,6,8,10 is the upper strata effuser; 5,7,9 is the upper strata inflow pipe; 13 is side water collection pipe one example, can collect and bathe screen waste water, washing machine wastewater, and other a large amount of instantaneous waste water that likely produce; 14 is floor drain, collects accomodation ground waste water; 15 is dewatering installation, and figure leaves out the details; 16 is filtration equipment for clarifying one example, and figure leaves out the details; 17 is water delivery device, and figure leaves out the details; 38 is integrated treatment module inwall, and it enough becomes a water channel that spiral is centripetal with water storage device upper strata inwall 12 jointly with the short tube 4,5,6,7,8,9,10 that removably connects.
Fig. 4 has shown integrated treatment module Lower Half, take the integrated treatment module as explanation center 11Wei lower floor inflow pipe; 15 is dewatering installation, and figure leaves out the details; 17 is water delivery device, and figure leaves out the details.
Fig. 5 has shown purification filtering module side view, and 18 is upper strata inflow pipe one example, can be 5,7,9 any one; Water is through 18 inflow filtration equipment for clarifying 16 inside in system, and purifies medicine piece 20 and mixes through filter screen 19 and filter and flow out, and foreign material are filtered after net 19 obstructs and fall into purification filtering module 16 inside because of gravity.
Fig. 6 has shown the dewatering installation detailed drawing, and the height of dewatering installation is 95% of the upper and lower inwall spacing of integrated treatment module, so the internal system water level is while surpassing upper and lower inwall spacing 95%, and water overflows across inner layer sleeve 21 and directly is discharged to the toilet drainage main line; Outer layer sleeve 22 bottoms engage with integrated treatment module inwall, and inner layer sleeve 21 is free to rotate; When manual rotation inner layer sleeve 21, but the interior all waters of emptying system when internal layer drain hole 24 is overlapped with outer drain hole 23.
Fig. 7 has shown water delivery device side detail figure, and 26 is integrated treatment inside modules part, and 25 is integrated treatment module-external part; 27 is suction hole; 28 is submersible pump; 29 is water level sensor; 30 is water-supply-pipe in device; 36 is electrical appliance wire; 35 is process chip; 36 is power line; 34 for pressure inductor with put back to water; 33 is electromagnetic valve; 32 is running water pipe in building; 31 is that water delivery device is to the toilet water-supply-pipe.
The specific embodiment
The waste water circulation of native system of below take is example, and operating principle of the present invention is described.
Waste water is collected through integrated treatment module floor drain 14 and integrated treatment module side facial canal line interface 13, enter the water storage device upper strata by outermost upper strata effuser 4 entering integrated treatment module 3, through water storage device peripheral circulation (the water storage device upper strata water channel volume maximum of this part, in order to cushion instantaneous a large amount of water inlet) and outermost upper strata inflow pipe 5 flow back into the integrated treatment module, pass through for the first time filtration equipment for clarifying 16 after entering the integrated treatment module; In lateral, second segment upper strata effuser 6 flows out the integrated treatment modules, and in water storage device the second circle circulation, in lateral, second segment upper strata inflow pipe 7 flows into the integrated treatment modules, passes through for the second time filtration equipment for clarifying after entering the integrated treatment module; In lateral, the 3rd section effuser 8 flows out the integrated treatment modules, circulation for the third time in water storage device, and in lateral, the 3rd section inflow pipe 9 flows into the integrated treatment modules, passes through for the third time filtration equipment for clarifying after entering the integrated treatment module; In lateral, the 4th section effuser 10 flows out the integrated treatment module, enters water storage device, after the water channel circulation, by levels through hole 37, flows into water storage device lower floor.Water storage device lower floor is connected by lower floor's inflow pipe 11 with integrated treatment module lower floor, and water flows into the integrated treatment inside modules.After bowl cistern water flushing, water delivery device reduces to the interior hydraulic pressure of toilet water-supply-pipe 31, hydraulic pressure is made and is needed the water judgement by process chip during lower than rated pressure, simultaneously by water level sensor 29 detection system regimens, open as lack of water in system the electromagnetic valve 33 of building interior running water pipe 32, use tap water to supply with water-closet tank; As there is water to start submersible pump 28 in system, for toilet, supply water.When in water-closet tank, water is full, along with closing of water inlet in water-closet tank, water delivery device is to the interior rising water pressure of toilet water-supply-pipe 31, and when hydraulic pressure is greater than rated pressure, process chip 35 judgement toilets do not need water, close submersible pump 28.So far the example that once supplies water finishes.
Explanation about dewatering installation.
Dewatering installation is positioned at the integrated treatment inside modules, with respect to its position of the integrated treatment module first half in ecto-entad first paragraph inflow pipe 5 connect filtration equipment for clarifying after, the position 15 of side.Dewatering installation is two-layer sleeve structure, and outer layer sleeve 22 is fixedly connected on integrated treatment module inwall, and inner layer sleeve 21 can be take the high direction of integrated treatment module and freely be rotated as axle.The height of dewatering installation is less than 95% of integrated treatment module inside wall height, so when systematic water level during higher than integrated treatment module inside wall height 95%, water overflows across dewatering installation inner layer sleeve 21 automatically, outflow system enters the toilet drainage main line.When rotating dewatering installation inner layer sleeve 21, when internal layer drain hole 24 is overlapped with outer drain hole 23, internal system water all is discharged to the toilet drainage main line.
Explanation about filtration equipment for clarifying.
In Fig. 3,16 is the relative position of filtration equipment for clarifying on integrated treatment module upper strata, 3 sections upper strata inflow pipes connect respectively three filtration equipment for clarifying, the screen pack density of filtration equipment for clarifying is complied with connect upper strata inflow pipe order, become gradually from outside to inside large (the 5 filtration equipment for clarifying screen pack density minimums that connect, 9 maximums).Foreign material fall within the purification filtering inside modules because of gravity after filtering, while needing cleaning, as long as the purification filtering module is separated with the integrated treatment module, get final product random washing filter screen, change and purify the medicine piece.
Claims (5)
1.
a kind ofcollect daily life sewage in washroom, utilize the water self gravitation to complete collection, purify, filter and finally be stored in the following or above water storage apparatus of accomodation ground, supply with when needed the lavatory water saving system for unit-type buildings that bowl cistern water flushing is used, it is characterized in that: water storage device (1) is collected with collection, filter, purify, defeated draining, between the integrated treatment module (3) (hereinafter to be referred as the integrated treatment module) that maintenance is integrated, by 8 detachable short tubes, linked, integrated treatment module (3) built-in purifying filter (16), dewatering installation (15), water delivery device (17), water storage device (1) all is divided into two-layer up and down with integrated treatment module (3), water storage device upper strata inwall (12) connects into a water channel that spiral is centripetal with integrated treatment module upper strata inwall (38) by the detachable short tube in 7, upper strata, by levels through hole (37) UNICOM water storage device levels in water storage device, water channel space, water storage device upper strata maximum between upper strata effuser (4) and upper strata inflow pipe (5), in order to cushion issuable instantaneous a large amount of water inlets.
2. the lavatory water saving system for unit-type buildings of narrating according to claim 1, it is characterized in that: water storage device and integrated treatment module be positioned at accomodation ground following or more than, water storage device inside is supported and is had certain weight capacity by a plurality of support column (2), and its upper surface can be placed life in washroom also can be movable thereon for the people with article.
3. the lavatory water saving system for unit-type buildings of narrating according to claim 1, it is characterized in that: waste water is after integrated treatment module upper strata inflow pipe (18) flows into filtration equipment for clarifying (16), with purification medicine piece (20), contact, waste water flows out filtration equipment for clarifying through screen pack (19) after filling up purification filtering module Lower Half, be filtered foreign material and stay the purification filtering inside modules because of gravity, be not infected with or be infected with less screen pack.
4. the lavatory water saving system for unit-type buildings of narrating according to claim 1, it is characterized in that: the height of dewatering installation is 95% of the upper and lower inwall spacing of integrated treatment module, when therefore the internal system water level surpasses upper and lower inwall spacing 95%, water overflows across inner layer sleeve (21) and directly goes out to the toilet drainage main line; Outer layer sleeve (22) bottom engages with the integrated treatment module, and inner layer sleeve (21) is free to rotate; When manual rotation inner layer sleeve (21), make internal layer drain hole (24) with outer drain hole (23) but whole waters in emptying system while overlapping.
5. the lavatory water saving system for unit-type buildings of narrating according to claim 1, it is characterized in that: after bowl cistern water flushing, water delivery device reduces to hydraulic pressure in toilet water-supply-pipe (31), hydraulic pressure is made and is needed the water judgement by process chip during lower than rated pressure, simultaneously by water level sensor (29) detection system regimen, open as lack of water in system the electromagnetic valve (33) of building interior running water pipe (32), use tap water to supply with water-closet tank; As there is water to start submersible pump (28) in system, for toilet, supply water.When in water-closet tank, water is full, along with closing of water inlet in water-closet tank, water delivery device is to the interior rising water pressure of toilet water-supply-pipe (31), when hydraulic pressure is greater than rated pressure, process chip (35) judgement toilet does not need water, closes submersible pump (28).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN 201110081542 CN102199928B (en) | 2011-04-01 | 2011-04-01 | Lavatory water saving system for unit-type buildings |
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CN 201110081542 CN102199928B (en) | 2011-04-01 | 2011-04-01 | Lavatory water saving system for unit-type buildings |
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CN102199928A CN102199928A (en) | 2011-09-28 |
CN102199928B true CN102199928B (en) | 2013-06-19 |
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CN 201110081542 Expired - Fee Related CN102199928B (en) | 2011-04-01 | 2011-04-01 | Lavatory water saving system for unit-type buildings |
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Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
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CN103088877A (en) * | 2011-11-02 | 2013-05-08 | 许婕妤 | Household water-saving tank |
Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE2726527A1 (en) * | 1977-06-11 | 1978-12-21 | Heike Klawe | Domestic water saving system with collector tank - utilises waste water from appliances and baths for toilet flushing |
CN2443054Y (en) * | 2000-09-07 | 2001-08-15 | 林智勇 | System for circulation application of urban living waste water |
CN2604466Y (en) * | 2003-02-18 | 2004-02-25 | 郭保宣 | Urban environment protection water-saving arrangement |
CN2787739Y (en) * | 2005-03-16 | 2006-06-14 | 长春市三强电子有限责任公司 | Water-saving device for treating household circulated water |
CN200946303Y (en) * | 2006-08-28 | 2007-09-12 | 朱金荣 | Toilet water-saving intelligent device |
-
2011
- 2011-04-01 CN CN 201110081542 patent/CN102199928B/en not_active Expired - Fee Related
Patent Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE2726527A1 (en) * | 1977-06-11 | 1978-12-21 | Heike Klawe | Domestic water saving system with collector tank - utilises waste water from appliances and baths for toilet flushing |
CN2443054Y (en) * | 2000-09-07 | 2001-08-15 | 林智勇 | System for circulation application of urban living waste water |
CN2604466Y (en) * | 2003-02-18 | 2004-02-25 | 郭保宣 | Urban environment protection water-saving arrangement |
CN2787739Y (en) * | 2005-03-16 | 2006-06-14 | 长春市三强电子有限责任公司 | Water-saving device for treating household circulated water |
CN200946303Y (en) * | 2006-08-28 | 2007-09-12 | 朱金荣 | Toilet water-saving intelligent device |
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Granted publication date: 20130619 Termination date: 20180401 |