WO2016000439A1 - Système de traitement des eaux usées et procédé de traitement des eaux usées - Google Patents

Système de traitement des eaux usées et procédé de traitement des eaux usées Download PDF

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Publication number
WO2016000439A1
WO2016000439A1 PCT/CN2015/000446 CN2015000446W WO2016000439A1 WO 2016000439 A1 WO2016000439 A1 WO 2016000439A1 CN 2015000446 W CN2015000446 W CN 2015000446W WO 2016000439 A1 WO2016000439 A1 WO 2016000439A1
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WO
WIPO (PCT)
Prior art keywords
sewage treatment
water
diaphragm
treatment tank
sewage
Prior art date
Application number
PCT/CN2015/000446
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English (en)
Chinese (zh)
Inventor
韩勇
杜晔南
赵志强
龚建
郝杰
宫丹丹
Original Assignee
奥源科技有限公司
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Priority claimed from CN201410310991.3A external-priority patent/CN105214359B/zh
Priority claimed from CN201420361785.0U external-priority patent/CN203944207U/zh
Application filed by 奥源科技有限公司 filed Critical 奥源科技有限公司
Publication of WO2016000439A1 publication Critical patent/WO2016000439A1/fr

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    • BPERFORMING OPERATIONS; TRANSPORTING
    • B01PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
    • B01DSEPARATION
    • B01D29/00Filters with filtering elements stationary during filtration, e.g. pressure or suction filters, not covered by groups B01D24/00 - B01D27/00; Filtering elements therefor
    • B01D29/44Edge filtering elements, i.e. using contiguous impervious surfaces
    • B01D29/46Edge filtering elements, i.e. using contiguous impervious surfaces of flat, stacked bodies
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B01PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
    • B01DSEPARATION
    • B01D69/00Semi-permeable membranes for separation processes or apparatus characterised by their form, structure or properties; Manufacturing processes specially adapted therefor
    • B01D69/14Dynamic membranes
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F1/00Treatment of water, waste water, or sewage
    • C02F1/44Treatment of water, waste water, or sewage by dialysis, osmosis or reverse osmosis

Definitions

  • the present invention relates to the field of sewage treatment, and more particularly to a sewage treatment system and a sewage treatment method for sewage treatment using a dynamic membrane.
  • the commonly used sewage filtration device is a sand-type filter
  • the sand filter has a large volume
  • the filter element of the filter is easy to block the knot, resulting in poor filtration effect, and requires a large amount after the knotting.
  • the clean water is backwashed, and the sewage generated by the backwashing needs to be filtered again, resulting in inefficient sewage treatment of the sewage treatment equipment.
  • the present invention aims to solve at least the technical problems existing in the prior art.
  • an embodiment of the first aspect of the present invention provides a sewage treatment system comprising: a water supply device for introducing sewage into a sewage treatment tank; the sewage treatment tank, the sewage treatment tank is provided a filter membrane holder and a filter membrane self-cleaning device, the filter membrane holder supporting a filtration membrane composed of dirt, the filtration membrane can filter the sewage, and the filtration membrane self-cleaning device can enable the filtration The membrane vibrates, partially falls off, prevents the filter membrane from being knotted, and the drain device discharges the filtered clean water.
  • the sewage treatment system in the above embodiment of the present invention comprises a water supply device, a sewage treatment tank and a drainage device, wherein the sewage device inputs sewage into the sewage treatment tank, the sewage treatment tank filters the sewage, and the filtered water is drained by the drainage device. discharge.
  • the sewage treatment tank is provided with a filter membrane support and a filter membrane self-cleaning device.
  • the dirt in the sewage gradually accumulates under the action of the filter membrane support to form a filtration membrane, and at the same time, the filtration membrane stent is The filter membrane is supported, and the sewage membrane is filtered by a filter membrane composed of dirt, and the filtered clean water is discharged by the drain device.
  • the thickness and compactness of the filtration membrane gradually increase.
  • the water filtration efficiency of the filtration membrane is lowered, and when the water filtration amount of the filtration membrane is lower than the inlet of the water inlet.
  • the liquid level in the sewage treatment tank gradually increases.
  • the filter membrane works from the cleaning device, causing the filter membrane to vibrate and partially fall off, resulting in the thickness and compactness of the filtration membrane. The degree of reduction enables the filter membrane to re-filter the sewage efficiently, so that the amount of sewage entering is balanced with the amount of water passing through the filter membrane.
  • the sewage treatment system provided by the above embodiment of the present invention has a filter membrane support and a filter membrane self-cleaning device in the sewage treatment tank, and the sewage can form a filter membrane under the action of the filter membrane support.
  • the filter membrane self-cleaning device vibrates and partially falls off the filter membrane formed by the dirt, and the filter membrane provided by the embodiment can be compared with the sand filter of the prior art.
  • the self-shedding and the prevention of the knot are reduced, and the cleaning frequency and maintenance cost of the sewage treatment tank are reduced. Accordingly, the working time of the sewage treatment tank is prolonged, the sewage treatment amount is increased, and the sewage treatment capacity is improved.
  • the sewage treatment system provided by the above embodiments of the present invention further has the following additional technical features:
  • the filter film holder includes: a bracket body, a middle portion of the bracket body is provided with a clear water passage, and a gap between the clear water passage and the outer surface of the bracket body for water to flow, An upper portion of the bracket body is provided with a clear water passage outlet, water filtered by the filter membrane can flow into the clear water passage from the gap; and a mounting member, the mounting member is connected to an upper end of the bracket body
  • the bracket body is vertically installed in the sewage treatment tank.
  • the bracket body includes: a vibrator unit including a plurality of vibrating pieces stacked in sequence, a middle portion of the vibrating piece is provided with a first through hole, and the plurality of the vibrating piece
  • the first through hole is connected to the clear water passage of the bracket body, the thickness of the adjacent diaphragm is different, and the thickness of the diaphragm is between 0.1 and 0.6 mm, so that water flows through the Description a vibration plate of the vibration plate; a connecting member, the connecting member sequentially connecting the plurality of the vibration plates; and a sealing plate, the sealing plate being located at a lower end of the bracket body, and sealing the water The lower end of the channel;
  • the mounting member includes: a mounting plate horizontally fixed on an inner wall surface of the sewage treatment tank and located at an upper portion of the sewage treatment tank, a periphery of the installation plate and an inner wall surface of the sewage treatment tank Closely connecting, and separating the inner cavity of the sewage treatment tank into an upper cavity and a lower cavity, the water outlet of the sewage treatment tank is connected with the upper cavity, the water inlet and the sewage outlet of the sewage treatment tank Communicating with the lower cavity, the mounting plate is provided with a second through hole; and a mounting flange, one end of the mounting flange is connected to the upper end of the bracket body, and the other end is fixed to the mounting plate And the mounting plate has a third through hole communicating with the outlet of the clear water passage, and the third through hole is in communication with the second through hole, and the water in the clear water passage can be introduced into the water Said in the cavity.
  • a support member is further disposed between adjacent diaphragms.
  • the support member is a protrusion disposed on the diaphragm, and each of the vibrator units is provided with a plurality of the protrusions.
  • the plurality of protrusions provided on each of the diaphragms are evenly distributed along the circumferential direction of the diaphragm.
  • the diaphragm is a circular diaphragm
  • the first through hole is a circular through hole
  • the protrusion on the adjacent diaphragm is in the same place The line connecting the projections on the diaphragm, but the center of the diaphragm.
  • the outer edge and the inner edge of the adjacent diaphragm are not flush.
  • the inner edge of the diaphragm is provided with a first groove, the first grooves adjacent to the diaphragm are staggered, and/or the outer edge of the diaphragm A second groove is disposed thereon, and the second grooves adjacent to the diaphragm are staggered.
  • the filter film self-cleaning device includes a gas barrier horizontally disposed in the lower cavity, the gas barrier is located below the mounting plate, above the stent body, An air cavity is defined between the air baffle and the mounting plate, and a plurality of fourth through holes are disposed on the air baffle.
  • the sewage in the lower chamber may enter the air chamber through the fourth through hole, and compress the air in the air chamber, and the fluctuation of the air in the air chamber may be transmitted to the chamber through the fourth through hole In the sewage, the filtration membrane is vibrated and partially detached.
  • a water distribution ring is disposed on a side wall of the sewage treatment tank, and the water inlet is connected to the water distribution ring, and the water distribution is The ring is in communication with the lower chamber and the water ring is located below the filter membrane holder.
  • a partition is provided on an inner wall surface of the lower bottom wall of the water distribution ring, and a gap is formed between an upper end surface of the partition and an upper bottom wall of the water distribution ring, The position of the water inlet is lower than the upper end surface of the partition.
  • a water discharge opening is formed on an inner wall surface of the sewage treatment tank on a lower bottom wall of the water distribution ring, and the water distribution port and the water inlet are located at two of the partition plates And a water retaining plate inclined to the bottom of the sewage treatment tank, wherein the water baffle flows the water flowing out from the water discharge tank to the bottom of the sewage treatment tank.
  • the inner cavity of the sewage treatment tank above the water distribution ring has a cylindrical shape
  • the inner cavity of the sewage treatment tank below the water distribution ring has an inverted conical shape.
  • the drain bottom is provided with the drain bottom.
  • the water distribution ring is disposed on an outer wall of the sewage treatment tank along a circumferential direction of the sewage treatment tank, and the water distribution ring is formed to be electrically connected along a circumferential direction of the sewage treatment tank.
  • a water inlet chamber a water inlet chamber; the water inlet is connected to the cloth water chamber; the water treatment tank is further provided with a water distribution conduit, the water conduit passing through the wall of the sewage treatment tank, one end and the other The water chambers are connected to each other, and the other end is located in the sewage treatment tank; wherein a plurality of the water conduits are located at one end of the sewage treatment tank and have the same folding angle bent in the same direction, so that the water supply can be passed through
  • the sewage water pipe is introduced into the sewage treatment tank to form a swirling flow that rotates in the same direction.
  • the plurality of water distribution ducts are evenly arranged at equal intervals along the circumferential direction of the sewage treatment tank.
  • the folding angle of the water conduit at one end of the sewage treatment tank is: an angle between the water conduit and the axis of the sewage treatment tank.
  • the water conduit is located at one end of the sewage treatment tank and is bent along a tangential direction of the sewage treatment tank wall.
  • the angle of the chamfer ranges from 30° to 60°.
  • the bracket body includes: a plurality of diaphragms stacked in sequence, a middle portion of the diaphragm is provided with a first through hole, and the first through holes of the plurality of the diaphragms are connected a clear water passage constituting the bracket body, and a support member is disposed between the adjacent diaphragms to have a gap between the adjacent diaphragms through which the water supply flows, and the thickness of the adjacent diaphragms is different
  • the thickness of the diaphragm is between 0.1 and 0.6 mm, so that the diaphragm vibrates when water flows through the surface of the diaphragm; and the sealing plate is located at the lower end of the filter holder body. And sealing the lower end of the clear water passage; and a connecting member, the connecting member connecting the plurality of the diaphragm and the sealing plate together to form the bracket body.
  • the support member is a protrusion disposed on the diaphragm, and each of the diaphragms is provided with the protrusion.
  • each of the diaphragms is provided with a plurality of the protrusions, and a plurality of the protrusions are evenly distributed along a circumferential direction of the diaphragm, and adjacent to the diaphragm
  • the convex protrusions are in the same direction.
  • the diaphragm is a circular diaphragm
  • the through hole is a circular through hole
  • the projection of the protrusion on the diaphragm on the same diaphragm is adjacent to the projection. , but the center of the diaphragm.
  • the outer edge and the inner edge of the adjacent diaphragm are not flush.
  • a first groove is disposed on an inner edge of the diaphragm, and the first groove adjacent to the diaphragm is staggered, and/or A second groove is disposed on an outer edge of the vibration piece, and the second groove adjacent to the vibration piece is staggered.
  • the plurality of diaphragms comprise a first type of diaphragm and a second type of diaphragm, the first type of diaphragm and the second type of diaphragm being alternately disposed.
  • the bracket body includes: a plurality of diaphragms, an upper sealing plate, a sealing plate, a connecting member and a hollow guiding column stacked in sequence; a first through hole is arranged in a middle portion of the diaphragm
  • the first through holes of the plurality of vibration pieces stacked in sequence constitute a clear water passage, and a gap between the adjacent vibration pieces for flowing a fluid
  • the upper sealing plate and the sealing plate are respectively disposed At the two ends of the clear water passage, and the upper sealing plate is open with a fifth through hole communicating with one end of the clear water passage, the sealing plate is sealed
  • the connecting member vertically passes through the plurality of the diaphragms stacked in sequence, and two ends of the connecting member are respectively connected to the upper sealing plate and the sealing plate
  • the hollow guide column is disposed in the clear water passage, and divides the clear water passage into a first passage outside the wall of the hollow guide column and a second passage in the wall of the hollow
  • the two ends of the hollow guide column are fixedly connected to the upper sealing plate and the sealing plate respectively, and the plurality of diaphragms stacked in sequence are integrally connected.
  • an upper end opening and a lower end of the hollow air guiding column are closed, and two ends of the hollow air guiding column are respectively screwed to the upper sealing plate and the sealing plate, and the hollow The upper end of the guide column passes through the fifth through hole.
  • a plurality of the sixth through holes are formed in a wall of the hollow guide column, and a fluid in the first passage flows into the second passage through the sixth through hole.
  • the outer surface of the sealing plate has a stepped shape with a convex arc or a low middle side, and the inner surface has a concave arc shape.
  • the bracket body further includes a spacer, and the spacer is respectively disposed between the upper sealing plate and the sealing plate and the diaphragm, and a plurality of the middle portions of the diaphragm .
  • the thickness of the adjacent diaphragms is different, the thickness of the diaphragm is between 0.1 mm and 1.2 mm, and a support member is disposed between the adjacent diaphragms.
  • the support member is a protrusion provided on the diaphragm, and the height of the protrusion ranges from 0.05 mm to 0.5 mm.
  • the outer end faces of the adjacent diaphragms are not flush, and the inner end faces of the adjacent diaphragms are not flush;
  • the plurality of diaphragms comprise a first type of diaphragm and a second type
  • the vibrating piece, the first type of vibrating piece and the second type of vibrating piece are alternately arranged.
  • the water supply device includes: a slag pool, a decontamination grid is disposed in the slag pool, and the sewage is initially filtered; and a first pumping device, the An inlet of a pumping device is connected to the slag pool, and an outlet is connected to a water inlet of the sewage treatment tank.
  • the drainage device comprises: a drain pipe, an inlet of the drain pipe is connected to a water outlet of the sewage treatment tank, and an outlet of the drain pipe is connected with a water collection tank And the height of the outlet of the drain pipe is lower than the height of the inlet of the drain pipe.
  • the sewage treatment system further includes: an additive adding device connected to the watering device to add an additive to the sewage.
  • the additive adding device includes: a charging tank in which the additive is placed; and a pipe disposed in the feeding tank connected to the water inlet of the sewage treatment tank Flow control valve and / or flow meter.
  • the charging tank includes: a mixing tank, the additive is placed in the mixing tank, and is uniformly mixed in the mixing tank; and a tank is added, and the inlet and the inlet of the tank are added
  • the outlet of the mixing tank is in communication, the outlet of the additive tank is in communication with the water inlet of the sewage treatment tank, and the flow control valve and/or the flow meter is disposed at the outlet of the additive tank and the sewage Dispose of the tank connected to the inlet of the tank.
  • the sewage treatment system further comprises: a detection tank that detects the quality of the filtered water.
  • the detection box is provided with an inlet, an outlet and a return port communicating with the water inlet of the sewage treatment tank, and the detection box is provided with a control valve when the detection box is When the quality of the water flowing in the inlet meets a preset standard, the control valve controls the inlet of the detection tank to communicate with the outlet of the detection tank; when the quality of the water flowing in from the inlet of the detection tank does not meet the stated When the standard is preset, the control valve controls the inlet of the detection box to communicate with the return port.
  • the sewage treatment system further includes: a flushing device connected to the sewage treatment tank, and when the sewage treatment tank is stopped, the sewage treatment tank and/or the filtration The membrane holder is rinsed.
  • the rinsing device includes: a first rinsing water inlet opening in an upper portion of the tank body of the sewage treatment tank; and a second pumping device, wherein the first rinsing water inlet passes through the first The second pumping device is connected to the clean water source.
  • the flushing device further includes: a second flushing water inlet and a flushing water outlet opened in a middle portion of the tank of the sewage treatment tank; and a third pumping device, the second flushing The nozzle and the flushing water outlet are connected by the third pumping device.
  • An embodiment of the second aspect of the present invention provides a sewage treatment method, comprising: step S102, inputting sewage into a sewage treatment tank, outside the filtration membrane support in the sewage treatment tank
  • the sewage in the sewage forms a filtration membrane, and the filtration membrane filters the sewage to obtain filtered water; and in step S104, when the liquid level of the sewage in the sewage treatment tank reaches a preset height, the sewage
  • the filter membrane in the treatment tank generates vibration from the cleaning device, and the vibration is transmitted to the sewage, causing the filtration membrane to partially fall off due to vibration, preventing the filtration membrane from being knotted.
  • the sewage treatment method provided by the above embodiments of the present invention further has the following additional technical features:
  • the method before the step S102, further comprises: Step S101, adding an additive to the sewage, the additive is beneficial to the formation of the filtration membrane.
  • the method further includes: Step S106, detecting the quality of the clean water after being filtered by the filter membrane, if the quality of the clean water after filtering through the filter membrane does not meet the preset standard, The fresh water filtered through the filtration membrane is reintroduced into the sewage treatment tank for filtration.
  • FIG. 1 is a schematic structural view of a sewage treatment system according to an embodiment of the present invention.
  • Figure 2 is a schematic structural view of an embodiment of the sewage treatment tank of Figure 1;
  • Figure 3 is a top plan view showing an embodiment of the filter membrane holder of Figure 2;
  • Figure 4 is a cross-sectional view showing the structure taken along line A-A of Figure 3;
  • Figure 5 is an enlarged schematic view showing the structure of the portion B of Figure 4.
  • Figure 6 is a top plan view of the vibrator unit of Figure 3.
  • Figure 7 is a cross-sectional view taken along line C-C of Figure 6;
  • Figure 8 is a schematic structural view showing a cross section of an embodiment of the water distribution ring of Figure 2;
  • Figure 9 is a schematic structural view of another embodiment of the sewage treatment tank of Figure 1;
  • Figure 10 is a top plan view showing another embodiment of the filter film holder of Figure 2;
  • Figure 11 is a cross-sectional view showing the structure taken along line D-D of Figure 10;
  • Figure 12 is an enlarged schematic view showing the structure of the portion E of Figure 11;
  • Figure 13 is a top plan view of the vibrator unit of Figure 9;
  • Figure 14 is a cross-sectional view showing the structure of the F-F of Figure 13;
  • Figure 15 is a top plan view showing still another embodiment of the filter film holder of Figure 2;
  • Figure 16 is a cross-sectional structural view of the G-G direction of Figure 15;
  • Figure 17 is a cross-sectional view showing the structure of the filter film holder of Figure 2 taken along the line G-G;
  • Figure 18 is a schematic structural view of still another embodiment of the filter membrane holder of Figure 2;
  • 19 is a schematic flow chart of a sewage treatment method according to an embodiment of the present invention.
  • An embodiment of the present invention provides a sewage treatment system, as shown in Figures 1 and 2, comprising: a water supply device, a sewage treatment tank 2, and a drainage device.
  • the water supply device is used to input sewage into the sewage treatment tank 2;
  • the sewage treatment tank 2 is provided with a filter membrane support 20 and a filter membrane self-cleaning device, and the filter membrane support 20 supports a filter membrane composed of dirt, and the filter membrane can filter the sewage.
  • the filter membrane self-cleaning device can vibrate and partially detach the filter membrane to prevent the filter membrane from being knotted;
  • the drain device is for discharging the filtered fresh water.
  • the sewage treatment system comprises a water supply device, a sewage treatment tank and a drainage device, wherein the sewage device inputs the sewage into the sewage treatment tank, the sewage treatment tank filters the sewage, and the filtered water is drained. The device is discharged.
  • the sewage treatment tank is provided with a filter membrane support and a filter membrane self-cleaning device.
  • the dirt in the sewage gradually accumulates under the action of the filter membrane support to form a filtration membrane, and at the same time, the filtration membrane stent is The filter membrane is supported, and the sewage membrane is filtered by a filter membrane composed of dirt, and the filtered clean water is discharged by the drain device.
  • the thickness and compactness of the filtration membrane gradually increase.
  • the water filtration efficiency of the filtration membrane is lowered, and when the water filtration amount of the filtration membrane is lower than the inlet of the water inlet.
  • the liquid level in the sewage treatment tank gradually increases.
  • the filter membrane works from the cleaning device, causing the filter membrane to vibrate and partially fall off, resulting in the thickness and compactness of the filtration membrane. The degree of reduction enables the filter membrane to re-filter the sewage efficiently, so that the amount of sewage entering is balanced with the amount of water passing through the filter membrane.
  • the sewage treatment system provided by the above embodiment of the present invention has a filter membrane support and a filter membrane self-cleaning device in the sewage treatment tank, and the sewage can form a filter membrane under the action of the filter membrane support.
  • the filter membrane self-cleaning device vibrates and falls off the filter membrane formed by the dirt
  • the filter membrane provided by the embodiment can be self-contained compared with the sand filter of the prior art. Falling off, preventing the knot, reducing the cleaning frequency and maintenance cost of the sewage treatment tank, correspondingly, the working time of the sewage treatment tank is prolonged, the sewage treatment volume is increased, and the sewage treatment capacity is improved.
  • the filter membrane holder 20 includes a stent body and a mounting member.
  • the middle portion of the bracket body is provided with a clear water passage 2000, and the clear water passage 2000 and the outer surface of the bracket body have a gap through which water can flow, and the upper portion of the bracket body is provided with a clear water passage outlet, The filtered water of the filter membrane can flow into the clear water passage from the gap;
  • the mounting member is coupled to an upper end of the bracket body, and the bracket body is vertically installed in the sewage treatment tank.
  • the filter membrane support comprises a bracket body and a mounting component, the middle of the bracket body is provided with a clear water passage, and a gap is formed between the clear water passage and the outer surface of the bracket body, and the sewage can flow into the clear water passage from the gap, the sewage
  • the dirt in the sewage gradually accumulates to form a filter membrane having a certain thickness and a compactness, and the filter membrane can filter the sewage, and the sewage gradually flows through the stent body.
  • the dirt on the filter membrane gradually accumulates.
  • the thickness and compactness of the filter membrane reach a preset value, the quality of the water filtered through the filter membrane meets the preset standard, at which time a steady-state filter membrane is formed; the mounting member and the bracket The upper ends of the bodies are connected to secure the stent body within the sewage treatment tank.
  • the bracket body includes a vibrator unit 200, a connector 203, and a sealing plate 202.
  • the vibrator unit 200 includes a plurality of diaphragms 201 stacked in sequence, and a central portion of the diaphragm 201 is provided with a first through hole 2010, and the plurality of the diaphragms 201 are A through hole 2010 is connected to form a clear water passage 2000 of the vibrator unit 200, the thickness of the adjacent diaphragm 201 is different, and the thickness of the diaphragm 201 is between 0.1 and 0.6 mm, so that water flows through When the surface of the diaphragm 201 is used, the diaphragm 201 generates vibration;
  • the connecting member 203 sequentially connects a plurality of the diaphragms 201.
  • the sealing plate 202 is located at one end of the bracket body and seals one end of the clear water passage 2000.
  • the thickness of the adjacent diaphragms is different, according to the fluid-solid coupling principle (the solid forms deformation or vibration under the action of the fluid load), when the water flows through the surface of the diaphragm,
  • the vibrating piece generates vibration and forms a vibration wave, which can apply a force opposite to the direction of the water flow to the dirt in the sewage, pushing the dirt away from the surface of the bracket body, and the dirt is vibrating Under the joint action of wave and water flow, it is kept at a set distance from the outer surface of the stent body, and a filter film is formed as the dirt gradually gathers at a set distance outside the outer surface of the filter membrane holder.
  • a filter membrane is formed at a set distance of the outer surface of the body.
  • the filter membrane when the thickness and compactness of the filter membrane have not reached the preset value, the filter membrane cannot effectively filter the sewage, and the water flowing through the surface of the diaphragm is sewage; when the thickness and compactness of the membrane are When the preset value is reached, the sewage can be effectively filtered, and the water flowing through the surface of the diaphragm is filtered water.
  • the bracket body includes a plurality of the vibrator units 200 stacked in sequence, the connecting member 203 connects the plurality of vibrator units 200, and the clear water passages 2000 in the middle of each of the vibrator units 200 are connected to each other.
  • the water clearing chamber is open at both ends, the sealing plate 202 is fixed to the lower end of the bracket body through the connecting member 203, and the lower port of the clear water chamber is sealed, and the clean water filtered through the filter membrane can enter the clear water chamber and the upper port from the clear water chamber. discharge.
  • a support member is disposed between the adjacent diaphragms 201.
  • the support member is a protrusion 2011 disposed on the diaphragm 201.
  • the vibration piece is provided with a protrusion so that there is sufficient clearance between the adjacent vibration pieces, thereby ensuring that sufficient water flows through the surface of the vibration piece, that is, the water has a sufficient load to act on the vibration piece, so that the vibration piece can Generate vibration.
  • the protrusion on the diaphragm will strike the adjacent diaphragm, causing the adjacent diaphragm to vibrate.
  • the protrusion on the diaphragm will in turn exert an impact force.
  • the vibration of the diaphragm is enhanced for the diaphragm, and the circulation effect is enhanced to enhance the vibration of the diaphragm.
  • the plurality of protrusions 2011 are disposed on the diaphragm 201, and the plurality of protrusions 2011 are uniformly disposed along the circumferential direction of the diaphragm 201;
  • the diaphragm 201 is a circular diaphragm
  • the first through hole 2010 is a circular through hole.
  • the protrusions 2011 adjacent to the diaphragm 201 are in the same place.
  • the line connecting the projections on the vibrating piece 201 is not the center of the diaphragm 201.
  • the convex arrangement on the diaphragm makes The path through which the water flows is bent, thereby prolonging the length of the path of the sewage flowing through the surface of the diaphragm, increasing the duration of the action of the water load on the diaphragm, so that the more energy transmitted to the diaphragm, the more severe the vibration of the diaphragm .
  • the inner edge of the vibrating piece 201 (shown in FIGS. 5 and 7) and the outer edge (as shown in FIGS. 4 and 7) are uneven in the vibrator unit. Qi.
  • the apertures of the first through holes 2010 adjacent to the diaphragm 201 are different, such that the inner edges of the adjacent diaphragms 201 are not flat.
  • the apertures of the first through holes of the adjacent diaphragms are different, that is, the inner wall of the clear water passage is uneven, the water flows upward in the clear water passage, and when the diaphragms of different apertures are passed, a force is applied to the diaphragm to make the diaphragm Producing vibration, applying an outward force (ie, a force opposite to the direction of water flow) to the dirt or filter membrane in the sewage under the combined action of the vibration and the vibration generated by the fluid-solid coupling Under the action of the water stream, the dirt or filter membrane in the sewage is maintained at a set distance on the outer surface of the stent body.
  • the inner edge of the diaphragm 201 is provided with a first groove (not shown) adjacent to the first groove on the diaphragm 201. So that the inner edge of the diaphragm 201 is not flush; and/or the outer edge of the diaphragm 201 is provided with a second groove (not shown) adjacent to the first portion of the diaphragm 201 The two grooves are staggered so that the outer edge of the diaphragm 201 is not flush.
  • the mounting component includes a mounting plate 204 and a mounting flange 205.
  • the mounting plate 204 is horizontally fixed on the inner wall surface of the sewage treatment tank 2 and located at an upper portion of the sewage treatment tank, and the periphery of the installation plate 204 and the sewage treatment tank 2
  • the inner wall surface is hermetically connected, and the inner cavity of the sewage treatment tank 2 is divided into an upper cavity and a lower cavity, and a water outlet of the sewage treatment tank 2 is in communication with the upper cavity, and the sewage treatment tank is The water inlet and the sewage outlet are in communication with the lower cavity, and the mounting plate 204 is provided with a second through hole;
  • one end of the mounting flange 205 is connected to the upper end of the bracket body, the other end is fixed to the mounting plate 204, and the mounting flange 205 has an outlet with the clear water passage.
  • a third through hole 2050 communicating with the second through hole 2050 The fresh water in the clear water passage 2000 can be introduced into the upper chamber.
  • the mounting member of the filter membrane holder comprises a mounting plate and a mounting flange, wherein the mounting plate is horizontally fixed on the inner wall surface of the sewage treatment tank, and the periphery of the mounting plate and the inner wall surface of the sewage treatment tank
  • the sealing connection is such that the mounting plate divides the inner cavity of the sewage treatment tank into an upper cavity and a lower cavity, wherein the water inlet and the sewage outlet of the sewage treatment tank are in communication with the lower cavity, that is, the lower cavity is a cavity for containing sewage
  • the water outlet is connected with the upper cavity, that is, the upper cavity is a cavity for containing filtered water.
  • One end of the mounting flange is connected to the upper end of the bracket body, and the other end is fixed on the mounting plate, so that the bracket body is located in the lower cavity body, so that the filter film formed under the action of the bracket body filters the sewage in the lower cavity; a second through hole is opened in the plate, and a third through hole is opened in the mounting flange, one end of the third through hole is connected with the outlet of the clear water passage, and the other end is communicated with the upper cavity through the second through hole, so as to clear the water passage
  • the clean water passes through the third through hole and the second through hole in turn, and is then introduced into the upper chamber and discharged from the water outlet of the sewage treatment tank.
  • the mounting plate 204 is provided with a plurality of the second through holes
  • the sewage treatment tank 2 is provided with a plurality of the filter film holders 20, each of the filter films.
  • the bracket 20 corresponds to a second through hole
  • a sealing device is disposed between the mounting flange 205 and the second through hole at the upper end of the filter film holder 20 to prevent the clear water from the upper chamber. The two through holes leak into the lower chamber.
  • the diaphragm 201 is provided with a suspension hole 2012 for vertically fixing the filter film holder 20 on the mounting plate 204.
  • the filter film self-cleaning device includes a gas barrier 21 disposed horizontally in the lower chamber, and the gas barrier 21 is located at the mounting plate 204.
  • the air partition 21 is provided with a plurality of fourth through holes, the lower cavity.
  • the sewage in the body may enter the air chamber 211 through the fourth through hole, and compress the air in the air chamber 211, and the fluctuation of the air in the air chamber 211 may be transmitted to the In the sewage, the filter membrane is vibrated and partially detached, and the filter membrane is prevented from being knotted.
  • an exhaust port 212 is opened in the sewage treatment tank 2, the exhaust port 212 is in communication with the air chamber 211, and exhaust gas is disposed at the exhaust port 212.
  • the thickness and the density of the filtration membrane gradually increase and exceed a preset value, so that the water filtration efficiency of the filtration membrane is lowered, and the water passing amount of the filtration membrane is lower than that of the water inlet.
  • the water intake amount the liquid level in the sewage treatment tank gradually increases.
  • the air fluctuates, and the fluctuation of the air can pass through the air partition.
  • the fourth through hole is transmitted to the sewage, causing slight vibration of the sewage, thereby causing the filter membrane in the sewage to vibrate and partially fall off, so that the thickness and compactness of the filter membrane are reduced, so that the filter membrane can be re-efficiently
  • the sewage is filtered to balance the amount of sewage entering the amount of water passing through the filter membrane.
  • the vibration and partial detachment of the filter membrane are achieved by providing a gas baffle plate, thereby achieving the purpose of preventing the filter film slab knot, reducing the cleaning frequency and maintenance cost of the sewage treatment tank, and correspondingly, the sewage is made
  • the working time of the treatment tank is prolonged, the sewage treatment capacity is increased, and the sewage treatment capacity is improved; at the same time, the structure of the gas separation plate is simple, the installation is convenient, and the cost of the filter membrane self-cleaning device is reduced.
  • a water distribution ring 22 is disposed on the side wall of the sewage treatment tank 2, and the water inlet is provided. 230 is in communication with the water distribution ring 22, the water distribution ring 22 is in communication with the lower cavity, and the water distribution ring 22 is located below the filtration membrane support 20.
  • a water distribution ring is arranged on the side wall of the tank body along the circumferential direction of the tank body, and the water inlet port communicates with the lower cavity body of the tank body through the water distribution ring, and the opening direction of the water inlet port is arranged along the tangential direction of the water distribution ring.
  • the sewage entering from the water inlet first enters the water distribution ring and moves along the water distribution ring.
  • the cross-sectional area of the water distribution ring is much larger than the cross-sectional area of the water inlet, the flow rate of the sewage after entering the water distribution ring After the sewage enters the tank by the water ring, the flow rate of the sewage is further reduced because the cross-sectional area of the tank is larger than the cross-sectional area of the water ring, so that the flow state of the sewage in the tank is laminar, and the sewage flow in the laminar flow state
  • the membrane stent is filtered, the sewage is easily formed into a filter membrane to prevent the flow rate of the sewage from being excessively large, which is disadvantageous for the formation and maintenance of the filtration membrane.
  • a partition 220 is disposed on an inner wall surface of the lower bottom wall of the water distribution ring 22, and an upper end surface of the partition 220 and an upper bottom wall of the water distribution ring 22 have The gap of the water inlet 230 is lower than the upper end surface of the partition plate 220.
  • the sewage entering from the water inlet first flows in the space on one side of the partition.
  • the sewage overflows from the upper part of the partition and is in the tank.
  • Whole body The circumferential direction flows uniformly into the tank body, and the sewage flowing into the tank body flows to the bottom of the tank body, and moves upward in the middle portion of the tank body to form a laminar flow.
  • a water outlet 222 is opened on the lower bottom wall of the water distribution ring 22 adjacent to the inner wall surface of the sewage treatment tank, and the water outlet 222 and the water inlet 230 are located at The two sides of the partition plate 220 are further provided with a water retaining plate 221 inclined toward the bottom of the sewage treatment tank 2, and the water retaining plate 221 flows out from the water discharge port 222. Water flows to the bottom of the sewage treatment tank 2.
  • the water baffle is arranged such that the sewage flowing out from the water outlet can flush the inner wall surface of the lower cavity, and the dirt remaining on the inner wall surface can be washed away to avoid wax hanging on the inner wall surface.
  • the inner cavity of the sewage treatment tank 2 above the water distribution ring 22 has a cylindrical shape, and the sewage treatment tank 2 below the water distribution ring 22
  • the inner cavity has an inverted conical shape, and the conical bottom is provided with the sewage outlet 232.
  • the inner cavity of the tank below the water ring is inverted conical, and the bottom of the conical inner cavity is provided with a sewage outlet.
  • the inverted conical inner cavity is convenient for collecting dirt in the sewage for discharging from the sewage outlet.
  • the water distribution ring 22 is disposed on the outer wall of the sewage treatment tank 2 along the circumferential direction of the sewage treatment tank 2, and the water distribution ring 22 a water distribution chamber 223 is formed in the circumferential direction of the sewage treatment tank 2; the water inlet 230 is in communication with the water distribution chamber 223; and the water treatment conduit 2 is further provided with a water distribution conduit 224.
  • the water distribution conduit 224 passes through the wall of the sewage treatment tank 2, one end is in communication with the water distribution chamber 223, and the other end is located in the sewage treatment tank 2; wherein a plurality of the water distribution conduits 224 are located
  • One end of the sewage treatment tank 2 has the same folding angle ⁇ bent in the same direction, and the sewage that is input into the sewage treatment tank 2 through the water distribution conduit 224 can form a swirling flow that rotates in the same direction.
  • the water distribution ring provided by the above embodiment of the present invention is disposed along the circumferential direction of the sewage treatment tank 2, and the water inlet 230 communicates with the inner cavity of the sewage treatment tank 2 through the water distribution ring 22 and the plurality of water distribution pipes 224, and the sewage enters the cloth.
  • the water flow can be uniformly distributed in the water distribution ring 22, and then the water is discharged through the water distribution pipe 224, so that the water discharge flow rate of each water distribution pipe 224 can be the same, thereby achieving the purpose of uniform water distribution.
  • the water flow can form a swirl flow at the bottom of the tank of the sewage treatment tank 2, so that large particles and dense substances in the water can be swirled and precipitated, and large particles can be obtained. And the denser substances are collected and discharged.
  • a plurality of the water distribution ducts 224 are evenly arranged at equal intervals along the circumferential direction of the sewage treatment tank 2. Evenly distributing the water conduit 224 at equal intervals can make the sewage entering the sewage treatment tank 2 more uniform and favorable for forming a stable swirl.
  • the angle ⁇ of the water distribution conduit 224 bent at one end of the sewage treatment tank 2 ranges from the water distribution conduit 224 to the The angle between the axes of the sewage treatment tank 2 is described.
  • the water distribution conduit 224 is located at an angle ⁇ at one end of the tank body, and can be arranged according to the type of sewage to be treated, the degree of pollution, and the condition of the large particle contaminants contained therein, as long as a swirl can be formed at the bottom of the sewage treatment tank 2
  • the angle between the bent end of the water distribution conduit 224 and the axis of the sewage treatment tank is used as the angle ⁇ , which is convenient for processing, installation, and facilitates the formation of a swirling flow.
  • one end of the water distribution conduit 224 located in the sewage treatment tank 2 is bent along the tangential direction of the tank wall of the sewage treatment tank 2. Bending one end of the water conduit 224 along the tangential direction of the pipe wall of the sewage treatment tank 2 allows the water flow to enter along the tangential direction of the inner wall of the tank, thereby scouring the inner wall of the tank to prevent the inner wall of the tank from being contaminated Hang wax and clean up the pollutants on the inner wall of the tank in time.
  • the angle of the angle ⁇ ranges from 30° to 60°.
  • the water flow can be basically entered along the inner wall of the tank, so that the inner wall of the tank can be flushed, the inner wall of the tank is prevented from being waxed by the pollutants, and the tank body is cleaned in time. Contaminants on the wall.
  • the folding angle ⁇ is 45°. With a 45° angle, the direction of the water can be tangent to the inner wall of the tank, which is the best for the tank wall and can also form a stable swirl. It is a preferred angle of the corner.
  • a filter membrane stent 20 in one embodiment of the present invention, as shown in FIG. 10, FIG. 11, and FIG. 12, includes a filter membrane stent body, and the filter membrane stent body includes: a plurality of The diaphragm 201, the sealing plate 202, and the connector 203 are stacked in this order.
  • the first through hole 2010 is disposed in the middle of the diaphragm 201, and the first through hole 2010 of the plurality of diaphragms 201 is connected to the clear water passage 2000 constituting the body of the filter membrane holder 20.
  • the support member is disposed between the adjacent diaphragms 201.
  • the thickness of the diaphragm 201 is between 0.1 and 0.6 mm so that water flows through the surface of the diaphragm 201.
  • the vibration plate 201 generates vibration; the sealing plate 202 is located at one end of the filter film holder body, and seals the water.
  • the thickness of the adjacent diaphragms 201 is different, and according to the fluid-solid coupling principle (the solid forms deformation or movement under the action of the fluid load), when the water flows through the surface of the diaphragm 201, the diaphragm 201 is made. Vibrating and generating a vibration wave, which can apply a force opposite to the direction of the water flow to the dirt in the sewage, pushing the dirt away from the surface of the bracket body, and the dirt is kept under the joint action of the vibration wave and the water flow.
  • a filter film is formed as the dirt gradually gathers at a set distance outside the outer surface of the filter membrane holder; the thickness of the adjacent diaphragm 201 is different, and the vibration of the diaphragm 201 is generated.
  • the frequency of the wave is also different, which can avoid the wave overlap of the same frequency and cancel each other out, and can push the dirt away from the outer surface of the stent body, and thus can not form a filter at a set distance from the outer surface of the stent body.
  • a supporting member is disposed between adjacent diaphragms 201 to ensure sufficient clearance between adjacent diaphragms 201, thereby ensuring that sufficient water flows through the surface of the diaphragm 201, thereby ensuring sufficient water.
  • the load on the vibration plate 201, the vibrator 201 can vibrate sheet.
  • the filter membrane when the thickness and compactness of the filter membrane have not reached the preset value, the filter membrane cannot effectively filter the sewage, and the water flowing through the surface of the diaphragm is sewage; when the thickness and compactness of the membrane are When the preset value is reached, the sewage can be effectively filtered, and the water flowing through the surface of the diaphragm is filtered water.
  • the height of the support member ranges from 0.05 mm to 0.5 mm, and preferably, the height of the support member is 0.08 mm.
  • the support member is a protrusion 2011 disposed on the diaphragm 201, and each of the diaphragms 201 is provided with a protrusion 2011.
  • each of the diaphragms 2 is provided with a plurality of protrusions 202, and the plurality of protrusions 202 are evenly distributed along the circumferential direction of the diaphragm 2, and adjacent to each other.
  • the projections 202 on the diaphragm 2 have the same convex direction.
  • the protrusions 2011 are disposed between the adjacent diaphragms 201 so that there is sufficient clearance between the adjacent diaphragms 201, thereby ensuring that sufficient water flows through the surface of the diaphragm 201, that is, water is secured.
  • a sufficiently large load acts on the diaphragm 201 to enable the diaphragm 201 to generate vibration.
  • the protrusions 2011 on the diaphragm 201 will strike the adjacent diaphragm 201, causing the adjacent diaphragm 201 to vibrate.
  • the protrusion thereon is convex. From 2011
  • an impact force is applied to the diaphragm 201, which enhances the vibration of the diaphragm 201, and the circulation action enhances the vibration of the diaphragm 201.
  • the diaphragm 201 is a circular diaphragm
  • the first through hole 2010 is a circular through hole
  • the protrusions 2011 on the adjacent diaphragm 201 are in the same
  • the line connecting the projections on the diaphragm 201 is the center of the diaphragm 201.
  • the flow path of the water is not a straight line, and the convex arrangement on the vibrating piece causes the path through which the water flows to bend, thereby prolonging, as compared with the surface in which the water flows through the diaphragm in the radial direction of the diaphragm.
  • the length of the path of the sewage flowing through the surface of the diaphragm increases the duration of the action of the water on the diaphragm, so that the more energy is transmitted to the diaphragm, the more severe the vibration of the diaphragm.
  • the outer edge and the inner edge of the adjacent diaphragm 201 are not flush; or, in the filter film holder body, the diaphragm 201
  • the inner edge is provided with a first groove
  • the first groove on the adjacent diaphragm 201 is staggered
  • the outer edge of the diaphragm 201 is provided with a second groove on the adjacent diaphragm 201.
  • the second grooves are staggered.
  • the inner edge of the adjacent diaphragm is not flush, that is, the inner wall of the clear water passage is uneven, the water flows upward in the clear water passage, and when passing through the uneven inner wall, a force is applied to the diaphragm to cause vibration.
  • the sheet generates vibration, and under the combined action of the vibration and the vibration generated by the fluid-solid coupling, an outward force is applied to the dirt or the filter film in the sewage (the force opposite to the force applied by the water flow)
  • the dirt or filter membrane in the sewage is kept at a set distance of the outer surface of the stent body.
  • the plurality of diaphragms 201 include a first type of diaphragm 2013 and a second type of diaphragm 2014, and the first type of diaphragm 2013 and the second type of diaphragm 2014 are alternately arranged. .
  • the inner edge of the adjacent diaphragm is not flush and is not limited to the above structure, as long as the water can be vibrated by passing through the through hole of the adjacent diaphragm.
  • the inner edge of the diaphragm in the above embodiment refers to the side wall of the through hole, and the outer edge refers to the outer side wall of the diaphragm.
  • the filter film holder 20 includes a plurality of diaphragms 201, an upper sealing plate 206, a sealing plate 202, a connecting member 203, and a hollow body which are sequentially stacked. a guide column 207;
  • a first through hole 2010 is disposed in a middle portion of the diaphragm 201, and the first through holes 2010 of the plurality of diaphragms 201 stacked in sequence constitute a clear water passage 2000, and the adjacent diaphragms 201 are provided between a gap through which the fluid flows; the upper sealing plate 206 and the sealing plate 202 are respectively disposed at two ends of the clear water passage 2000, and the upper sealing plate 206 is open to communicate with one end of the clear water passage 2000.
  • the sealing plate 202 seals the other end of the clear water passage 2000;
  • the connecting member 203 vertically passes through the plurality of the diaphragms 201 stacked in sequence, and both ends of the connecting member 203 Connected to the upper sealing plate 206 and the sealing plate 202 respectively;
  • the hollow guiding column 207 is disposed in the clear water passage 2000, and the clear water passage 2000 is divided into the outer wall of the hollow guiding column 207 a first passage 2001 and a second passage 2002 in the wall of the hollow guide column 207, and the wall of the hollow guide column 207 is provided with a communication between the first passage 2001 and the second passage 2002
  • the sixth through hole 2071 is only in communication with the second passage 2002.
  • the clear water channel 2000 is divided into the first channel 2001 and the second channel 2002 by using the hollow guide column 207, and the sixth through hole 2071 is opened on the wall of the hollow guide column 207, and the fifth pass
  • the hole 2061 is only in communication with the second passage 2002, such that the fluid entering the fresh water passage 2000 first enters the first passage 2001, and then flows into the second passage 2002 through the sixth through hole 2071 on the wall of the hollow guide column 207, and then Flowing from the second passage 2002, the fluid inside the fresh water passage 2000 is changed from the original turbulent state to the laminar flow state, which is more likely to form a dynamic membrane and maintain the dynamic membrane in a maintained state and normal off after compaction. Increased efficiency of filtration and separation of fluid components.
  • two ends of the hollow guide column 207 are fixedly connected to the upper sealing plate 206 and the sealing plate 202, respectively, and a plurality of stacked layers are sequentially stacked.
  • the diaphragms 201 are connected in one body.
  • the two ends of the hollow guide column 207 are fixedly connected to the upper sealing plate 206 and the sealing plate 202 respectively, so that the plurality of diaphragms 201 are connected and fixed by the hollow guiding column 207, so that the connecting member 203 is not subjected to tensile stress. Only supporting the vibration plate, reducing the deformation of the connecting member 203, facilitating the disassembly and maintenance of the entire filter film holder, and improving the service life of the filter film holder. Of course, it is also possible to connect and fix the plurality of diaphragms 201 by using the connecting member 203, and details are not described herein again.
  • the upper end opening and the lower end of the hollow guide column 207 are closed, and both ends of the hollow guide column 207 are respectively connected to the upper end.
  • the sealing plate 206 and the sealing plate 202 are screwed together, and the upper end of the hollow guiding column 207 passes through the fifth pass Hole 2061.
  • the upper end opening and the lower end of the hollow guide column 207 are closed, and the two ends are fixedly connected to the upper sealing plate 206 and the sealing plate 202 by screwing, and the upper end of the hollow guiding column 207 passes through the fifth pass.
  • Hole 2061 facilitates the production, assembly and maintenance of the entire filter membrane holder.
  • the technology in the art is instructive in the present invention. It can be understood that the two ends of the hollow guide column 207 are fixedly connected to the upper sealing plate 206 and the sealing plate 202 by welding, riveting or the like, and the object of the invention can also be achieved.
  • a plurality of the sixth through holes 2071 are opened in the wall of the hollow guide column 207, and the first passage 2001 is inside. The fluid flows into the second passage 2002 through the sixth through hole 2071.
  • the sixth through hole 2071 may be regularly arranged from the top to the bottom, or may be irregularly arranged; the shape of the through hole may be as shown in FIG. 16 and FIG.
  • the circular shape shown may also be a waist shape as shown in Fig. 18, or other shapes, but provided in a uniform circular shape, which is more advantageous for the formation of laminar flow in the second passage 2002, is a preferred embodiment.
  • the outer surface of the sealing plate 202 has a stepped shape with a convex arc or a low middle side, and the inner surface has a concave arc shape.
  • the outer surface of the sealing plate has a convex arc shape or a low step shape on both sides of the middle, which can reduce the eddy current, so that it does not affect the establishment and maintenance of the dynamic membrane, and reduces the influence on the overall liquid flow inside the tank body. Make the flow more stable.
  • the flat plate-shaped sealing plate when the liquid flows through the outer edge of the sealing plate, will generate eddy current, which will affect the formation and maintenance of the dynamic film, and also cause the liquid flow inside the tank to be disordered; the inner surface of the sealing plate is a concave arc Shape, can effectively reduce internal turbulence and increase fluid stability.
  • FIG. 18 further including a spacer 208 disposed between the upper sealing plate 206 and the sealing plate 202 and the diaphragm 201, and a plurality of middle portions of the diaphragm 201.
  • the gasket is provided to increase the sealing effect, and the gasket can be fixed to the joint and/or the hollow guide column to increase the stability and strength of the entire filter membrane holder.
  • the thickness of the adjacent diaphragms 201 is different, the thickness of the diaphragm 201 is between 0.1 mm and 1.2 mm, and a support is disposed between the adjacent diaphragms 201. Pieces.
  • the thickness of the vibrating piece is within the above range, which ensures that the fluid has sufficient contact surface with the outer end surface of the vibrating piece to facilitate the formation and maintenance of the dynamic film; the supporting piece is disposed between the adjacent vibrating pieces, so that the adjacent vibrating piece can be Inter There is enough clearance to facilitate the formation and maintenance of dynamic membranes.
  • the support member is a protrusion 2011 disposed on the diaphragm, and the protrusion 2011 has a height ranging from 0.05 mm to 0.5 mm.
  • the use of the protrusion on the vibration piece as the support member ensures the connection strength between the support member and the vibration piece on the one hand, thereby reducing the probability of breakage between the support member and the vibration piece, thereby improving the reliability of the product;
  • the protrusion can be integrally formed with the vibration piece, thereby improving the production efficiency of the product, thereby reducing the manufacturing cost of the product.
  • the outer end faces of the adjacent diaphragms 201 are not flush, and the inner end faces of the adjacent diaphragms 201 are not flush.
  • the dynamic membrane Under the action of vibration, applying a force to the dynamic membrane outside the filter membrane stent (in the opposite direction to the force applied by the fluid), the dynamic membrane is more easily formed at a set distance outside the outer surface of the dynamic filter membrane; likewise, the phase
  • the outer edge of the adjacent diaphragm is not flush, and the dynamic film is also formed: the outer end surface of the adjacent diaphragm is not flush, so that the outer surface of the filter membrane bracket forms a groove when the fluid passes from the outer surface of the filter membrane bracket through the diaphragm When the gap flows into the clear water passage, it will strike the diaphragm and form a turbulent flow at the groove.
  • the turbulence exerts a force on the particles in the fluid opposite to the direction of the body fluid, causing the particles to reciprocate in a small amplitude and stay in the filter membrane holder. Near the surface.
  • the particles stay at a set distance from the outer surface of the filter membrane holder, and the set distance of more particles gradually gathers outside the outer surface of the filter membrane holder.
  • a dynamic film ie, the filter film
  • the plurality of the diaphragms 201 include a first stack 2013 and a second diaphragm 2014 having different thicknesses, the first diaphragm 2013 and the second diaphragm 2014 Alternate settings.
  • the water supply device includes a slag pool 11 and a first pumping device 12.
  • the slag pool 11 is provided with a decontamination grille 110, and flows into the slag pool from the lagoon 10
  • the sewage in 11 is subjected to preliminary filtration;
  • the inlet of the first pumping device 12 is connected to the slag pool 11, and the outlet is connected to the water inlet 230 of the sewage treatment tank 2.
  • the water supply device comprises a solid residue pool and a first pumping device.
  • the sewage Before entering the sewage treatment tank, the sewage is firstly filtered in the solid residue tank, and the decontamination grille in the solid residue tank filters the larger volume of sewage in the sewage.
  • the first pumping device inputs the initially filtered sewage into the sewage treatment tank for further filtration.
  • the drain device includes a drain pipe 30, and an inlet of the drain pipe 30 communicates with a water outlet 24 of the sewage treatment tank 2, the drain pipe 30
  • the outlet is in communication with the fresh water collecting tank 31, and the height of the outlet of the drain pipe 30 is lower than the height of the inlet of the drain pipe 30.
  • the height of the water outlet 231 of the sewage treatment tank is higher than the height of the water inlet 230, and the filtered water can be discharged from the water outlet 231 to the sewage treatment tank 2, and then into the drain pipe 30, due to the drain pipe.
  • the height of the outlet of 30 is lower than the height of the inlet so that the clean water can be discharged from the outlet of the drain pipe 30 by gravity and enter the clear water collecting tank.
  • the sewage treatment system further includes an additive adding device, and the additive adding device is connected to the water receiving device, and an additive may be added to the sewage.
  • the additive adding device includes a feed tank and a flow control valve and/or a flow meter disposed on a line connecting the feed tank to the water inlet of the sewage treatment tank, and the additive may be placed in the feed Inside the can.
  • the sewage treatment system further includes an additive adding device including a feeding tank and a flow control valve and/or a flow meter disposed on the pipeline connecting the feeding tank and the water inlet of the sewage treatment tank, and the additive may be placed in the feeding tank and Mixing evenly, and then adding to the sewage, flow control valve and / or flow meter settings, can control the amount of additives added and the speed of addition, the addition of additives, is conducive to the formation of filter membranes in the sewage.
  • an additive adding device including a feeding tank and a flow control valve and/or a flow meter disposed on the pipeline connecting the feeding tank and the water inlet of the sewage treatment tank, and the additive may be placed in the feeding tank and Mixing evenly, and then adding to the sewage, flow control valve and / or flow meter settings, can control the amount of additives added and the speed of addition, the addition of additives, is conducive to the formation of filter membranes in the sewage.
  • the charging tank includes a mixing tank 40 and an additive tank 41, and the additive is placed in the mixing tank 40 and uniformly mixed in the mixing tank 40; the additive tank 41
  • the inlet is in communication with the outlet of the mixing tank 40, and the outlet of the additive tank 41 is in communication with the water inlet 230 of the sewage treatment tank 2, the outlet of the additive tank 41 and the inlet of the sewage treatment tank 2
  • Water A flow control valve 42 and a flow meter 43 are provided on the line to which the port 230 is connected.
  • the additive is a flocculating agent, which acts to form a sewage into the filter membrane.
  • the sewage treatment system further includes a detection tank 5 for detecting the quality of the filtered fresh water.
  • the detection box 5 is provided with an inlet, an outlet and a return port communicating with the water inlet 230 of the sewage treatment tank 2, and the detection box 5 is provided with a control valve from the detection box 5
  • the control valve controls the inlet of the detection tank 5 to communicate with the outlet of the detection tank; when the quality of the water flowing in from the inlet of the detection tank does not conform to the
  • the control valve controls the inlet of the detection box to communicate with the return port, and the return port of the detection box 5 is provided with a non-return on the pipeline communicating with the water inlet 230 of the sewage treatment tank 2.
  • Valve 50 is provided with an inlet, an outlet and a return port communicating with the water inlet 230 of the sewage treatment tank 2
  • the setting of the detection box can detect the quality of the filtered water in real time. If the quality of the filtered water does not meet the preset standard, the filtered water flows back from the return port of the detection tank to the sewage treatment tank for filtration again. When the quality of the filtered water meets the preset standard, the filtered water flows out of the outlet of the detection tank and enters the clear water collection tank.
  • the sewage treatment system further includes a flushing device connected to the sewage treatment tank 2, in the sewage treatment tank 2 When the work is stopped, the sewage treatment tank 2 and/or the filtration membrane holder 20 is rinsed.
  • the flushing device includes a first flushing water inlet 60 and a second pumping device 61 that are opened in an upper portion of the can body 23 of the sewage treatment tank 2, and the first flushing water inlet 60 passes through the second
  • the pumping device 61 is connected to the fresh water collecting tank 31.
  • the flushing device further includes a second flushing water inlet 620, a flushing water outlet 621, and a third pumping device (not shown) opened in the middle of the tank body 23 of the sewage treatment tank 2,
  • the second flushing water inlet 620 and the flushing water outlet 621 are connected by the third pumping device.
  • the first flushing water inlet 60 is disposed on the lower chamber of the sewage treatment tank 2, and the second pumping device 61 pumps the clean water from the first flushing water inlet 60 into the sewage treatment tank 2.
  • the lower chamber is filled with sewage, more dirt remains on the cavity wall, and the water entering from the first flushing inlet can clean the cavity wall of the lower chamber of the sewage treatment tank 2.
  • a second flushing inlet and a flushing outlet are opened on the wall of the lower chamber of the sewage treatment tank, and
  • the second flushing inlet and the flushing outlet are connected by a third pumping device.
  • the third pumping device When the third pumping device is working, the water in the tank flows out from the second flushing outlet, then enters the third pumping device, and then flushes the water inlet. It flows back into the tank, causing the water in the tank to rotate in order to flush the dirt on the inner wall of the tank.
  • the second flushing water inlet, the flushing water outlet and the third pumping device are arranged, and the original water in the tank body is used to cause the water to vortex and flush the tank body.
  • An embodiment of the second aspect of the present invention provides a sewage treatment method, as shown in FIG. 9, comprising the following steps:
  • Step S102 the sewage is input into the sewage treatment tank, and a filter film is formed by the dirt in the sewage outside the filter membrane support in the sewage treatment tank, and the filtration membrane filters the sewage to obtain the filtered Clear water
  • Step S104 when the liquid level of the sewage in the sewage treatment tank reaches a preset height, the filtration membrane in the sewage treatment tank generates vibration from the cleaning device, and the vibration is transmitted to the sewage to make the filtration The film partially falls off due to vibration, preventing the filter film from being knotted.
  • the dirt in the sewage gradually accumulates under the action of the filter membrane support to form a filtration membrane, and the filtration membrane stent is applied to the filtration membrane.
  • a filter membrane composed of dirt filters the sewage, and the filtered water is discharged by the drainage device.
  • the thickness and compactness of the filtration membrane gradually increase.
  • the water filtration efficiency of the filtration membrane is lowered, and the water passing amount of the filtration membrane is lower than the water inlet amount of the water inlet.
  • the filter membrane works from the cleaning device and generates vibration, and the vibration is transmitted to the sewage.
  • the sewage is slightly vibrated, which in turn drives the filter membrane in the sewage to vibrate, causing the filter membrane to vibrate and partially fall off, so that the thickness and compactness of the filter membrane are reduced, and the filter membrane can re-filter the sewage efficiently and efficiently.
  • the amount of sewage entering is balanced with the amount of water in the filter membrane.
  • the method further includes:
  • step S101 an additive is added to the sewage, which is advantageous for the formation of the filtration membrane.
  • the additive is a flocculant.
  • the flocculating agent is first added to the sewage, and the action thereof is beneficial to form the filtration membrane.
  • the method further includes:
  • Step S106 detecting the quality of the water filtered by the filter membrane. If the quality of the water after filtering through the filter membrane does not meet the preset standard, the water filtered by the filter membrane is re-introduced into the sewage treatment tank. Filter inside.
  • the effect of the sewage treatment is controlled by detecting whether the quality of the filtered water meets the preset standard, and if the filtered water does not meet the preset standard, the filtration will be filtered. The water afterwards is re-introduced into the sewage treatment tank and filtered again until the quality of the filtered water meets the preset criteria.
  • the sewage treatment system has a filter membrane support and a filter membrane self-cleaning device in the sewage treatment tank.
  • the sewage in the sewage can form a filter membrane.
  • the filter membrane self-cleaning device vibrates and partially falls off the filter membrane formed by the dirt, which can effectively prevent the filter membrane from being knotted, reduce the cleaning frequency and maintenance cost of the sewage treatment tank, and make the sewage
  • the working time of the treatment tank is prolonged, the sewage treatment capacity is increased, and the sewage treatment capacity is improved.
  • the terms “first”, “second”, “third”, “fourth” are used for the purpose of description only, and are not to be understood as indicating or implying relative importance;
  • the term “plurality” refers to two or more; unless otherwise specified and limited, the terms “connected”, “installed”, “fixed”, etc. shall be understood broadly.
  • “connected” may be a fixed connection or Removable connection, or integral connection; can be directly connected or indirectly connected through an intermediate medium.
  • the specific meanings of the above terms in the present invention can be understood on a case-by-case basis.
  • the description of the terms “one embodiment”, “some embodiments”, “specific embodiments” and the like means that the specific features, structures, materials, or characteristics described in connection with the embodiments or examples are included in the present invention. At least one embodiment or example.
  • the schematic representation of the above terms does not necessarily refer to the same embodiment or example.
  • the particular features, structures, materials, or characteristics described may be combined in a suitable manner in any one or more embodiments or examples.

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  • Chemical & Material Sciences (AREA)
  • Chemical Kinetics & Catalysis (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Hydrology & Water Resources (AREA)
  • Engineering & Computer Science (AREA)
  • Environmental & Geological Engineering (AREA)
  • Water Supply & Treatment (AREA)
  • Organic Chemistry (AREA)
  • Separation Using Semi-Permeable Membranes (AREA)

Abstract

La présente invention concerne un système de traitement des eaux usées et un procédé de traitement des eaux usées. Une cuve de traitement des eaux usées du système de traitement des eaux usés est pourvue d'un cadre de membrane de filtration et d'un dispositif autonettoyant de membrane de filtration dans celui-ci ; le cadre de membrane de filtration soutient une membrane de filtration formée par des contaminants et la membrane de filtration filtre les eaux usées ; le dispositif autonettoyant de membrane de filtration permet à la membrane de filtration de vibrer et de se détacher partiellement pour éviter le durcissement de la membrane de filtration. Le système de traitement des eaux usées de la présente invention permet aux contaminants dans les eaux usées de former la membrane de filtration sous l'effet du cadre de membrane de filtration, sans nécessiter la disposition additionnelle d'une membrane de filtration, de manière à réduire les coûts ; et le dispositif autonettoyant de membrane de filtration permet à la membrane de filtration formée par les contaminants de vibrer et de se détacher partiellement, de manière à prévenir efficacement le durcissement de la membrane filtration, de manière à réduire la fréquence de nettoyage et les coûts de maintenance d'une cuve de traitement des eaux usées, prolonger la durée de vie de la cuve de traitement des eaux usés, et améliorer la capacité de traitement des eaux usées.
PCT/CN2015/000446 2014-07-01 2015-06-24 Système de traitement des eaux usées et procédé de traitement des eaux usées WO2016000439A1 (fr)

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CN201410310991.3 2014-07-01
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CN110478962A (zh) * 2019-09-09 2019-11-22 余水青 板块重叠式慢走丝机过滤器
CN110526308A (zh) * 2019-09-02 2019-12-03 重庆讯豪电气设备有限公司 高效污水处理方法及其设备
CN110697846A (zh) * 2019-11-12 2020-01-17 珠海格力电器股份有限公司 滤芯、滤芯清洗系统和净水机
CN111606481A (zh) * 2020-06-16 2020-09-01 浙江开创环保科技股份有限公司 一种膜过滤器饮用水净化处理装置与方法
CN111777132A (zh) * 2020-07-13 2020-10-16 温州海德能环保设备科技有限公司 养殖印染电镀化工等污水中水回用系统
CN113184978A (zh) * 2021-05-15 2021-07-30 渠玉英 节能型硫自氧反硝化污水处理设备
CN114613246A (zh) * 2022-04-26 2022-06-10 山东工艺美术学院 一种多功能城市规划组合模型
CN114699932A (zh) * 2022-03-23 2022-07-05 深圳市东方祺胜实业有限公司 动态膜过滤器及其用于处理污水的方法
CN115479940A (zh) * 2022-07-15 2022-12-16 海南信誉奔腾科技股份有限公司 一种污水处理远程智能监控系统
CN115538551A (zh) * 2022-10-30 2022-12-30 浙江智慧划云科技有限公司 一种老旧小区真空排水装置和排水方法
CN116040710A (zh) * 2022-12-29 2023-05-02 武汉代立清环保科技有限公司 一种循环式污水处理装置
CN117244304A (zh) * 2023-11-17 2023-12-19 浙江诸安建设集团有限公司 一种用于建筑工程的污水处理设备
CN117705181A (zh) * 2023-11-17 2024-03-15 中交机电工程局有限公司 一种生产用水监测系统及方法

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CN108079787B (zh) * 2017-12-13 2023-12-05 中欧兴华膜技术(成都)有限公司 一种软片膜用缓冲设备及具有该缓冲设备的污水过滤模组
CN108079787A (zh) * 2017-12-13 2018-05-29 中欧兴华膜技术(成都)有限公司 一种软片膜用缓冲设备及具有该缓冲设备的污水过滤模组
CN109276921A (zh) * 2018-11-29 2019-01-29 江苏振达环保科技有限公司 一种带活动滤板的污水处理器
CN110395826A (zh) * 2019-09-02 2019-11-01 重庆讯豪电气设备有限公司 污水处理装置及其使用方法
CN110526308A (zh) * 2019-09-02 2019-12-03 重庆讯豪电气设备有限公司 高效污水处理方法及其设备
CN110526308B (zh) * 2019-09-02 2024-03-29 重庆讯豪电气设备有限公司 高效污水处理设备
CN110395826B (zh) * 2019-09-02 2024-03-26 重庆讯豪电气设备有限公司 污水处理装置
CN110478962A (zh) * 2019-09-09 2019-11-22 余水青 板块重叠式慢走丝机过滤器
CN110697846A (zh) * 2019-11-12 2020-01-17 珠海格力电器股份有限公司 滤芯、滤芯清洗系统和净水机
CN111606481A (zh) * 2020-06-16 2020-09-01 浙江开创环保科技股份有限公司 一种膜过滤器饮用水净化处理装置与方法
CN111777132A (zh) * 2020-07-13 2020-10-16 温州海德能环保设备科技有限公司 养殖印染电镀化工等污水中水回用系统
CN113184978A (zh) * 2021-05-15 2021-07-30 渠玉英 节能型硫自氧反硝化污水处理设备
CN114699932A (zh) * 2022-03-23 2022-07-05 深圳市东方祺胜实业有限公司 动态膜过滤器及其用于处理污水的方法
CN114613246A (zh) * 2022-04-26 2022-06-10 山东工艺美术学院 一种多功能城市规划组合模型
CN115479940A (zh) * 2022-07-15 2022-12-16 海南信誉奔腾科技股份有限公司 一种污水处理远程智能监控系统
CN115538551B (zh) * 2022-10-30 2023-04-21 浙江智慧划云科技有限公司 一种老旧小区真空排水装置和排水方法
CN115538551A (zh) * 2022-10-30 2022-12-30 浙江智慧划云科技有限公司 一种老旧小区真空排水装置和排水方法
CN116040710A (zh) * 2022-12-29 2023-05-02 武汉代立清环保科技有限公司 一种循环式污水处理装置
CN116040710B (zh) * 2022-12-29 2023-09-08 四川博水环保科技有限公司 一种循环式污水处理装置
CN117244304A (zh) * 2023-11-17 2023-12-19 浙江诸安建设集团有限公司 一种用于建筑工程的污水处理设备
CN117244304B (zh) * 2023-11-17 2024-02-13 浙江诸安建设集团有限公司 一种用于建筑工程的污水处理设备
CN117705181A (zh) * 2023-11-17 2024-03-15 中交机电工程局有限公司 一种生产用水监测系统及方法
CN117705181B (zh) * 2023-11-17 2024-07-16 中交机电工程局有限公司 一种生产用水监测系统及方法

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