CN201981585U

CN201981585U - Integrated water saving device

Info

Publication number: CN201981585U
Application number: CN201020001429XU
Authority: CN
Inventors: 刘昆
Original assignee: Individual
Current assignee: Individual
Priority date: 2010-01-04
Filing date: 2010-01-04
Publication date: 2011-09-21
Anticipated expiration: 2020-01-04

Abstract

An integrated water saving device belongs to the technical field of water recovery and waste water treatment technology in water supply and drainage, which comprises a mixing reaction area, a flocculent settling area, a filtrating area, a back washing device, a coagulant adding device and a disinfectant fluid adding device and is characterized in that the waste water is mixed with coagulants and enters into the mixing reaction area. Most impurities are separated in the flocculent settling area by reaction. Suspended impurities of smaller particles are intercepted by filter materials in the filtrating area. At last, the separated impurities are removed by to the treatment of back washing. Clean water is stored in a clear water area after disinfection treatment. The integrated water saving device has scientific design, reasonable structure, compact arrangement and reliable operation. Multiple functions can be automatically finished under the hydraulic action. The integrated water saving device can save domestic water consumption and production water usage, reduce the water volume of water purification and waste water treatment, and achieves the purposes of saving ecological water resources, balancing water consumption and recycling waste water.

Description

Integrated water-saving device

Technical field

The utility model relates to the improvement of water recovery process and waste water treatment process among the plumbing, especially a kind of integrated water-saving device.

Technical background

Under the situation of present water resource famine, various water saving fixtures and equipment are introduced to the market, but present water saving fixtures all use more machinery, electric installation to control operation, because machinery, electric installation one are often to need the people to operate, the 2nd, often break down, the 3rd, safeguard inconvenience when breaking down, the 4th, water quality can not get reasons such as assurance, can not popularize use always.Water-recorvery apparatus is that the Waste Water Centralized that each user of building produces is reclaimed in concentrating, rising to each user with water pump again after the processing uses, this kind processing mode all consumes waste to the potential energy of the waste water that each user produced itself, because treatment process problem, the equipment initial outlay is big, floor space is big, operation and maintenance cost is high, re-use the high-lift pump lifting and be transported to the user, cause the waste of the energy.

Summary of the invention

The utility model is at the pro forma deficiency of middle water recovery process, treatment process and device structure, providing a kind of finishes each function by hydraulic action and normally moves, reliable, stable, running does not need the people to carry out any operation, structural configuration compactness, the integrated water-saving device of regulating pondage automatically again.

The integrated water-saving device of the utility model, comprise: the water yield regulating reservoir (3) that is provided with waste water pipe (4) and waste water outflow pipe (6), by the first flow-disturbing grid (34), the second flow-disturbing grid (7), mixing tank (8), mix triangular-notch weir (35), first hole (36), second hole (37) and the 3rd hole (9) constitute the hybrid reaction district, by current stabilization hole (10), flocculation basin (11), inclined tube (13), inclined tube supporting plate (12), sedimentation basin (14) and deposition groove (29) constitute the flocculation sediment district, by filter tank water inlet pipe (17), filtering ponds (25), filtrate (24) and Rinsing Area (23) constitute filtering area, by filtered water tank (22), clear water pipe (21), clear water bleed off pipe (38), clear water filling pipe (39) and water pump (40) constitute clear water zone, by coagulant pond (26), coagulant replenishes pipe (27) and adds parts and constitutes coagulant dosage device (1), by sterilization liquid pool (19), thimerosal replenishes pipe (5) and adds parts and constitutes thimerosal throwing device (18), by sedimentation basin syphon (28), filtering ponds syphon (16), sedimentation basin is assisted syphon (30), filtering ponds are assisted syphon (33), water seal weir (32) and gutter (31) constitute back purge system, it is characterized in that: waste water pipe (4), waste water outflow pipe (6) is connected with water yield regulating reservoir (3), the hybrid reaction district is connected by water-feeding hole (2) with water yield regulating reservoir (3), coagulant replenishes pipe (27) and is connected with coagulant pond (26), the mixing tank in hybrid reaction district (8) is made up of multistage, each section of mixing tank (8) is by mixing triangular-notch weir (35), first hole (36), second hole (37), the 3rd hole (9) is communicated with, be provided with the first flow-disturbing grid (34) in the mixing tank (8), the second flow-disturbing grid (7), the hybrid reaction district is communicated with the flocculation sediment district by current stabilization hole (10), flocculation basin (11), sedimentation basin (14) connects with the deposition groove (29) of sedimentation basin (14) bottom, inclined tube (13) is placed on the inclined tube supporting plate (12), inclined tube supporting plate (12) is made by orifice plate or grizzly bar, filtering ponds (25) are by filter tank water inlet pipe (17), the 4th hole (15) is communicated with the flocculation sediment district, filter tank water inlet pipe (17) is connected with filtering ponds (25) on filtrate (24) top, filtering ponds (25) bottom is a filtrate supporting plate with holes, the aperture is less than filtrate (24) particle diameter, water can enter Rinsing Area (23) through filtrate (24), Rinsing Area (23) overflow position is higher than the water inlet of filter tank water inlet pipe (17), the water of Rinsing Area (23) overflows in the filtered water tank (22) by filter tank triangular-notch weir (20), water pump (40) is located in the filtered water tank (22), water pump (40) by clear water pipe (21) be connected with water spot, when filtered water tank (22) water level is not enough, replenish by clear water filling pipe (39); Coagulant dosage device (1) and thimerosal throwing device (18) add parts, first floating block (49) is connected with first seal closure (46) by connecting rod (50), connecting rod (50) can move up and down in adding hole (51), first seal closure (46) can cover fully and add hole (51), first seal closure (46) can move up and down in hopper (44), pertusate dividing plate (45) is divided into two parts up and down with hopper (44), the bottom of hopper (44) wall has feed liquor hole (47), regulate between tube (43) and the hopper (44) and be provided with weather strip (48), weather strip (48) is fixed on regulates tube (43) inwall bottom, can close or open one or more feed liquor holes (47) with the rotational angle of regulating tube (43), locator (52) is fixed on hopper (44) outer wall, can be along the medial movement of regulating tube (43); Filter tank water inlet pipe (17) water inlet top is provided with second seal closure (42), and second seal closure (42) covers filter tank water inlet pipe (17) water inlet fully, and second seal closure (42) and second floating block (41) are linked as integral body, can fluctuate with water level; Sedimentation basin syphon (28) one ends insert in the deposition groove (29), the space is left in the mouth of pipe and deposition groove (29) bottom, the other end inserts below the interior water seal of gutter (31), with gutter (31) bottom one fixed gap is arranged, water seal is formed by water seal weir (32), the descending branch caliber of sedimentation basin syphon (28) is less than the ascent stage, and sedimentation basin assists syphon (30) one ends to be connected with sedimentation basin syphon (28) descending branch, and the other end is connected with sedimentation basin syphon (28) highest point; Filtering ponds syphon (16) one ends are connected with filtering ponds (25) upper end, the other end inserts below the interior water seal of gutter (31), with gutter (31) bottom one fixed gap is arranged, water seal is formed by water seal weir (32), the descending branch caliber of filtering ponds syphon (16) is less than the ascent stage, filtering ponds assist syphon (33) one ends to be connected with filtering ponds syphon (16) descending branch, and the other end is connected with filtering ponds syphon (16) highest point.

The integrated water-saving device design principle of the utility model is: waste water is through floor drain, the grate of drain cock carries out preliminary treatment, mainly hold back hair and bigger impurity, waste water enters the water yield regulating reservoir (3) of integrated water-saving device by waste water pipe (4), mainly the water yield that surpasses the device processes ability is kept in, (2) enter mixing tank (8) to waste water through the inlet opening, at this moment, waste water is when mixing triangular-notch weir (35), water level raises, first floating block come-up that coagulant dosage device (1) adds parts drives on first seal closure moves, open and add hole (51), coagulant is through feed liquor hole (47), adding hole (51) flows in the mixing tank (8), mix with waste water, again through the first flow-disturbing grid (34), the second flow-disturbing grid (7) fully mixes, well-mixed waste water is by the 3rd hole (9), current stabilization hole (10) enters flocculation basin (11), in flocculation basin (11) and sedimentation basin (14), form bigger flocculate through flocculation, because the cross-section of river constantly enlarges, current slow down, flocculate constantly increases, the flocculate that is wrapped in impurity in the waste water contacts sinking with the inclined tube wall in inclined tube, because of inclined tube is to tilt to install, flocculate is along sliding to sedimentation basin under the inclined tube wall, certain slope aspect deposition groove is arranged at the sedimentation basin bottom, flocculate pushes closely knit in the deposition groove, gets rid of when subject to backwash.Waste water through post precipitation has become than cleaning, but still there is a spot of less impurity particle, this part impurity enters filtering ponds (25) through the 4th hole (15), filter tank water inlet pipe (17), hold back through media filtration, water by filtrate is in Rinsing Area overflows to filtered water tank, when clear water is flowed through filter tank triangular-notch weir (20), water level raises, the parts that add by thimerosal throwing device (18) add thimerosal in the clear water and mix, the bacterium that exists in the clear water is killed or suppresses bacterial reproduction, guarantee water cleaning.Impurity in the sedimentation basin more for a long time, have more impurity and enter filtering ponds, the impurity of holding back when filtrate more for a long time, increase filtration resistance, make water level rising in filtering ponds and the sedimentation basin, in water level rises to filtering ponds syphon and the siphonal pipe of sedimentation basin during end highest order, be discharged in the gutter along the syphon descending branch by deadweight, overflow to sewage conduct through the water seal weir, continuous discharging with current, the auxiliary syphon of filtering ponds also constantly is pulled away discharging with the auxiliary syphon of sedimentation basin is connected mouth of pipe place with the siphonal descending branch of filtering ponds syphon and sedimentation basin air, the air of seal cavity in filtering ponds syphon and the sedimentation basin syphon is taken away, form negative pressure, final formation siphon, the water level of second seal closure (42) periphery descends thereupon, the water inlet of final shutoff filter tank water inlet pipe (17), air can not enter filtering ponds and destroy normal backwash, clear water in the Rinsing Area is along filtrate hole reverse flow, impurity under will being held back by filtrate discharges with current by the filtering ponds syphon, filtrate is carried out backwash, simultaneously, the water level of sedimentation basin also constantly descends, in the inclined tube, impurity is got rid of along the sedimentation basin syphon in sedimentation basin and the deposition groove, constantly descend with the water level in sedimentation basin and the Rinsing Area, siphon destructive after filtering ponds syphon or sedimentation basin syphon enter air, backwash stops; When waste water enters sedimentation basin once more, when making water level be elevated to filter tank water inlet pipe (17) water inlet position, constantly raise with water level, second floating block (41) come-up drives second seal closure (42) come-up, up to breaking away from filter tank water inlet pipe (17) water inlet, water can be entered in the filtering ponds filter, restorer normal process ability.The throwing device of thimerosal (18) is identical with principle with throwing device (1) structure of coagulant.Clear water in the filtered water tank is transported to each by water pump lifting by the clear water pipe and uses water spot, when the filtered water tank water level surpasses clear water bleed off pipe water inlet, clear water overflows in the gutter by the clear water bleed off pipe, when the filtered water tank water level is not enough, by clear water filling pipe (39) amount of makeup water in filtered water tank.

This integrated water-saving device design science, connection and reasonable arrangement, compact conformation, coagulant dosage, thimerosal add with hybrid reaction, flocculation sediment, filtration sterilization, equipment backwash and all utilize hydraulics to finish automation, integrated, do not need manual operation, convenient and reliable, its advantage is:

1, integrated design, compact conformation, it is little to take up room, easy for installation.

2, automatic structure design makes full use of hydraulics and finishes automatically into that water, mixing, precipitation, filtration, backwash process and coagulant dosage, thimerosal add, and does not need artificial any operation, realizes full automation.

3, direct saving domestic consumption and industrial water amount still have the water yield more than needed can unify to collect to be used for public watering to spill road, plantation greening, recharge river etc., conserve water resource, the reduce water purification and the sewerage treatment water yield after the treated reuse of waste water.

4, multiple devices system design is used, and no matter the water yield of waste water outflow or clear water overflow can be given the miscellaneous equipment amount of makeup water, at the inhomogeneous situation of water supply volume, play the effect that the water yield is allocated under can using in this equipment of assurance supply area.

5, because of integrated water-saving device makes full use of hydraulic action, the equipment run duration is more stable, and fault rate is very low.

6, can design with rainwater collection carrying out system, utilize rainwater water source as a supplement.

The concrete structure of the integrated water-saving device of the utility model is provided in detail by the following drawings and enforcement.

Description of drawings

Fig. 1 is integrated water-saving device structural configuration elevation

Fig. 2 is the A-A sectional drawing of Fig. 1

Fig. 3 is the B-B sectional drawing of Fig. 1

Fig. 4 is the C-C sectional drawing of Fig. 1

Fig. 5 is the D-D sectional drawing of Fig. 1

Fig. 6 is the E-E sectional drawing of Fig. 1

Fig. 7 is the F-F sectional drawing of Fig. 2

Fig. 8 is the G-G sectional drawing of Fig. 1

Fig. 9 is the H-H sectional drawing of Fig. 1

Figure 10 is the I-I sectional drawing of Fig. 1

Figure 11 is the J-J sectional drawing of Fig. 1

Figure 12 adds the parts drawing

Figure 13 is the partial enlarged drawing of Figure 12

Figure 14 is the K-K sectional drawing of Figure 13

The specific embodiment

Embodiment: be clear that from Fig. 1 integrated water-saving device mainly is made of coagulant pond (26), water yield regulating reservoir (3), mixing tank (8), flocculation basin (11), sedimentation basin (14), inclined tube (13), filtering ponds (25) and sterilization liquid pool (19), filtered water tank (22); Be clear that from Fig. 1 and Figure 12 the parts that add of coagulant dosage device (1) are installed in base plate place, coagulant pond (26), have connecting rod (50) to be connected between first floating block (49) and first seal closure (46); Be clear that from Figure 13 and Figure 14, the adjusting tube (43) that adds parts is in hopper (44) outside, between weather strip (48) and locator (52) are arranged, bottom at hopper (44) wall has feed liquor hole (47), there is the dividing plate (45) in hole with holes hopper (44) middle part, and connecting rod (50) passes and adds hole (51); Be clear that from Fig. 1 and Fig. 3, on the sidewall of water yield regulating reservoir (3), be connected with waste water pipe (4), waste water outflow pipe (6), be clear that from Fig. 1 and Fig. 8, in water yield regulating reservoir (3) pool wall bottom inlet opening (2) is arranged, be clear that from Fig. 7 and Fig. 8, mixing tank (8) is made up of multistage and is interconnected, be provided with the second flow-disturbing grid (7) and the first flow-disturbing grid (34) in the mixing tank, current stabilization hole (10) is made up of a plurality of holes, be clear that from Fig. 3 and Fig. 8, going along with sb. to guard him at first hole (36) has mixing triangular-notch weir (35) on the sidewall, be clear that from Fig. 5, the 3rd hole (9) area of passage is bigger, makes current more stable, is beneficial to form flocculate; Being clear that from Fig. 1 inclined tube (13) tilts and to be placed on the inclined tube supporting plate (12), is sedimentation basin (14) below the inclined tube supporting plate (12); From Fig. 1, Fig. 4 and Fig. 9 are clear that, be provided with the 4th hole (15) being higher than inclined tube upper surface place, be clear that from Figure 10, filter tank water inlet pipe (17) water inlet top is provided with second seal closure (42) and second floating block (41) that is connected as a single entity, filter tank water inlet pipe (17) below directly with in the filtering ponds (25) is connected, filtrate (24) is arranged in the filtering ponds (25), filtering ponds (25) upper end connects filtering ponds syphons (16), filtering ponds assist syphon (33) lower end to be connected with filtering ponds syphon (16) descending branch, the upper end is connected with filtering ponds syphon (16) highest point, the descending branch of filtering ponds syphon (16) is inserted below gutter (31) water seal, be clear that from Fig. 2 and Fig. 7, sedimentation basin syphon (28) one ends insert in the deposition groove (29), below the water seal of other end insertion gutter (31), sedimentation basin assists syphon (30) lower end to be connected with sedimentation basin syphon (28) descending branch, and the upper end is connected with sedimentation basin syphon (28) highest point; Be clear that from Fig. 1, Fig. 4 and Figure 11, clear water after the filtration overflows in the filtered water tank (22) by filter tank triangular-notch weir (20), water pump (40) is located in the filtered water tank (22), clear water pipe (21) one ends are connected with water pump (40), the other end passes filtered water tank (22) wall and is connected with water spot, clear water bleed off pipe (38) is connected with waste water outflow pipe (6), clear water filling pipe (39) one ends pass filtered water tank (22) wall, the other end stretches in the filtered water tank (22), and clear water filling pipe (39) lower end is higher than clear water bleed off pipe (38) upper end; Be clear that from Figure 10 waste water outflow pipe (6) inserts in the gutter (31).The process structure of the integrated water-saving device of the utility model is compact to design, the power that utilizes hydraulics to flow as water body, the integrated technological design of function such as realize that coagulant dosage, thimerosal add, hybrid reaction, flocculation sediment, filtration sterilization and clear water replenish, the operation automation reaches better waste water and reclaims and treatment effect.

Claims

1. integrated water-saving device, comprise: by the body of water yield regulating reservoir (3), hybrid reaction district, flocculation sediment district, filtering area, clear water zone, coagulant dosage device (1), thimerosal throwing device (18) and back purge system formation, it is characterized in that: waste water outflow pipe (6) one ends are connected with water yield regulating reservoir (3) top, the other end inserts in the gutter (31), water yield regulating reservoir (3) is communicated with by inlet opening (2) with the hybrid reaction district, and inlet opening (2) are located at the bottom of water yield regulating reservoir (3); Be provided with the first flow-disturbing grid (34) and the second flow-disturbing grid (7) in the mixing tank in hybrid reaction district (8), the first flow-disturbing grid (34) is located between inlet opening (2) and first hole (36), the second flow-disturbing grid (7) is located between first hole (36) and second hole (37), waste water enters first hole (36) through mixing triangular-notch weir (35), mixing tank (8) is communicated with inlet opening (2) with the 3rd hole (9), the hybrid reaction district is communicated with by the 3rd hole (9) with the flocculation sediment district; Current stabilization hole (10) is made up of a plurality of small holes, waste water enters flocculation basin (11) through the 3rd hole (9) and current stabilization hole (10), sedimentation basin (14) bottom gradient aspect deposition groove (29), flocculation basin (11), sedimentation basin (14) and deposition groove (29) all connect, inclined tube (13) is in inclined tube supporting plate (12) setting that tilts, inclined tube supporting plate (12) is made by orifice plate or grizzly bar, and the flocculation sediment district is communicated with by the 4th hole (15) with filtering area; Filtering ponds (25) are communicated with the 4th hole (15) by filter tank water inlet pipe (17), the 4th hole (15) end absolute altitude is higher than inclined tube (13) and goes up the plane, filter tank water inlet pipe (17) is connected with filtering ponds (25) on filtrate (24) top, filtering ponds (25) bottom is a filtrate supporting plate with holes, the aperture of filtrate supporting plate is less than filtrate (24) particle diameter, Rinsing Area (23) flood level and filter tank triangular-notch weir (20) end, are flat, and the bottom that is higher than the 4th hole (15), filtering area is communicated with clear water zone by filter tank triangular-notch weir (20); The overfall of the clear water bleed off pipe (38) of clear water zone is lower than the end of filter tank triangular-notch weir (20) and the outlet of clear water filling pipe (39), and clear water bleed off pipe (38) other end is connected with waste water outflow pipe (6); Back purge system is divided into sedimentation basin backwash and filtering ponds backwash two parts, sedimentation basin syphon (28) one ends insert in the deposition groove (29), the space is left in the mouth of pipe and deposition groove (29) bottom, the other end inserts below the interior water seal of gutter (31), with gutter (31) bottom one fixed gap is arranged, water seal is formed by water seal weir (32), the descending branch caliber of sedimentation basin syphon (28) is less than the ascent stage, sedimentation basin assists syphon (30) one ends to be connected with sedimentation basin syphon (28) descending branch, the other end is connected with sedimentation basin syphon (28) highest point, filtering ponds syphon (16) one ends are connected with filtering ponds (25) upper end, the other end inserts below the interior water seal of gutter (31), with gutter (31) bottom one fixed gap is arranged, water seal is formed by water seal weir (32), the descending branch caliber of filtering ponds syphon (16) is less than the ascent stage, and filtering ponds assist syphon (33) one ends to be connected with filtering ponds syphon (16) descending branch, and the other end is connected with filtering ponds syphon (16) highest point.

2. integrated water-saving device according to claim 1, it is characterized in that: coagulant dosage device (1) and thimerosal throwing device (18) to add modular construction in full accord, first floating block (49) that adds parts is connected with first seal closure (46) by connecting rod (50), connecting rod (50) can move up and down in adding hole (51), first seal closure (46) can cover fully and add hole (51), first seal closure (46) can move up and down in hopper (44), pertusate dividing plate (45) is divided into two parts up and down with hopper (44), the bottom of hopper (44) wall has feed liquor hole (47), regulate between tube (43) and the hopper (44) and be provided with weather strip (48), weather strip (48) is fixed on regulates tube (43) inwall bottom, can close or open one or more feed liquor holes (47) with the rotational angle of regulating tube (43), locator (52) is fixed on hopper (44) outer wall, can be along the medial movement of regulating tube (43).

3. integrated water-saving device according to claim 1, it is characterized in that: the water inlet top of filter tank water inlet pipe (17) is provided with second seal closure (42), second seal closure (42) covers filter tank water inlet pipe (17) water inlet fully, second seal closure (42) and second floating block (41) are linked as integral body, can fluctuate with water level.

4. integrated water-saving device according to claim 1 is characterized in that: be provided with water seal weir (32) in the gutter (31), water seal weir (32) overflow height can be flooded the sedimentation basin syphon (28) and filtering ponds syphon (16) the descending branch mouth of pipe.

5. integrated water-saving device according to claim 1 is characterized in that: mixing triangular-notch weir (35) and filter tank triangular-notch weir (20) all has a rectangle hole below the triangle hole.