CN205045959U - Medical treatment waste water integration treatment device - Google Patents
Medical treatment waste water integration treatment device Download PDFInfo
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- CN205045959U CN205045959U CN201520784562.XU CN201520784562U CN205045959U CN 205045959 U CN205045959 U CN 205045959U CN 201520784562 U CN201520784562 U CN 201520784562U CN 205045959 U CN205045959 U CN 205045959U
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Abstract
The utility model provides a medical treatment waste water integration treatment device belongs to medical effluent treatment plant field, including the device body, six regions are distinguished in block sediment district, sediment district, biochemical reactions district, settling zone, filtering area and the disinfection of intercommunication each other for the top to install the body partition, blocking the sediment district and including inlet tube and the vertical grid that sets up in blocking the sediment district that sets up in device body top, the grid will block the sediment district and split into two regions, block the bottom intercommunication that sediment district and sediment were distinguished, be provided with aeration equipment in the biochemical reactions district, transversely be provided with the filter material layer in the filtering area, the top of fourth baffle is provided with a pipe, and a pipe's play water end (W. E. ) stretches into the below on filter material layer, be provided with the outlet pipe on the lateral wall in disinfection district. Handle the regional structural style who adopts the integration for six among this technical scheme, not only area is little, and the preparation is simple and convenient in addition, integral hoisting is easy, the running cost is low.
Description
Technical field
The utility model relates to medical waste water treatment unit field, in particular to a kind of medical waste water integrated treatment unit.
Background technology
At present, medical waste water process mainly utilizes one-level to precipitate to disinfect or secondary biochemical disinfects the principle of technique, wastewater treatment structure unit adopts traditional civil engineering form mostly, as mixed in existing brick or steel and concrete structure is built, and the construction unit floor space meeting construction structure requirement is all comparatively large, and self gravitation is larger, higher to the requirement of bearing basement, build and expend time in longer, cause the corresponding increase of running cost, simultaneously larger on the impact of surrounding environment.
Utility model content
The purpose of this utility model is to provide a kind of medical waste water integrated treatment unit, to improve above-mentioned problem.
The utility model is achieved in that
The medical waste water integrated treatment unit that the utility model provides comprises device body, device body is provided with cavity, five dividing plates are vertically provided with in cavity, be respectively the first dividing plate, second partition, the 3rd dividing plate, the 4th dividing plate and the 5th dividing plate, the top of five described dividing plates is provided with water hole, cavity is divided into six regions by five dividing plates, is respectively debris retaining district, sediment district, biochemical reaction zone, settling region, filtrating area and sterilizating area; Debris retaining district comprises the water inlet pipe being arranged at device body top and the grid be vertically arranged in debris retaining district, and debris retaining district is divided into two regions by grid, debris retaining district is communicated with the bottom in sediment district; Aerating apparatus is provided with in biochemical reaction zone; Be horizontally arranged with filter material layer in filtrating area, the water hole of the 4th dividing plate is communicated with first and crosses water pipe, and the below of filter material layer is stretched in the first water side crossing water pipe; The water hole of the 5th dividing plate is communicated with second and crosses water pipe, and the sidewall of sterilizating area is provided with rising pipe.
Basic technology principle of the present utility model is: aerobic treatment-precipitation-sterilization process principle, utilizes this principle, has invented medical waste water process integrated apparatus.
Debris retaining district is for tackling the suspended substance of the large bulk in medical waste water, and medical waste water enters debris retaining district through water inlet pipe, and the medical waste water after grid filtration passed through the mouth of a river and enters sediment district; The medical waste water flowed in sediment district carries out sediment in sediment district, and the sediment of certain mass that has in medical waste water is deposited on the bottom in sediment district, and the water at top, sediment district then passed through the mouth of a river and enters biochemical reaction zone;
" biochemical reaction " i.e. biochemical reaction, just refer to the chemical reaction carried out in vivo, what biochemical reaction zone of the present utility model adopted is Aerobic biological process principle, " Aerobic biological process " makes good use of oxygen animalcule (comprising aerobic-anaerobic microbe) having under oxygen existent condition to carry out biological metabolism with degradation of organic substances, microorganism utilizes the organic pollutant that exists in water to carry out oxygen metabolism for substrate, through a series of biochemical reaction, release energy step by step, finally settle out with the inorganics of low energy position, reach innoxious requirement, so that return to the nature environment or process further, therefore biochemical reaction zone is mainly used for removing the organism in medical waste water, wherein " Aerobic biological process method " has activated sludge process and the large class of biomembrance process two, this programme can be optionally wherein a kind of, microorganism wherein can be fixed on film or on cytoskeleton.
The aerating apparatus be arranged in biochemical reaction zone is then the oxygen for providing biochemical reaction, and in addition, aerating apparatus can also make the medical waste water in biochemical reaction zone fully mix, and improves the efficiency of reaction.
Medical waste water after biochemical reaction enters settling region and again precipitates, the clear water being positioned at upper strata, settling region after precipitation is then crossed water pipe through first and is flowed into filtrating area, in filtrating area, filter material layer is set, the particulate contamination such as further removal suspended substance, upper strata clear water in filtrating area is then crossed water pipe through second and is entered sterilizating area, sterilizating area disinfect after medical waste water by rising pipe discharger, this is external, complete the process of medical waste water.
Debris retaining district in this device, sediment district, biochemical reaction zone, settling region, filtrating area and sterilizating area six regions are all arranged in device body, realize regional integral structure form, not only floor space is little, and simple for production, integral hoisting is easy, running cost is low.The technical program is mainly applicable to the process of the medical waste water of the little water yield, and the waste water after process discharges after reaching corresponding emission standard, thus reduces contaminated wastewater quantity discharged, reaches the object of protection water surrounding.
Further, also comprise sludge refluxing apparatus, sludge refluxing apparatus comprises excavating pump, the first return line and the second return line, and the first return line is communicated with the bottom of biochemical reaction zone, second return line is communicated with the top in sediment district, is connected between the first return line and the second return line by excavating pump.
Mud in biochemical reaction zone is through the first return line, sediment district is entered through the second return line under the effect of excavating pump, effectively reduce the sludge quantity in biochemical reaction zone on the one hand, effectively reduce the generation of mud in settling region, filtrating area and sterilizating area on the other hand, and then reduce the sludge yield of whole system.
Further, settling region is provided with two overflow weirs, and two overflow weirs are arranged at the water hole of the 3rd dividing plate and the water hole place of the 4th dividing plate respectively.
Overflow weir is set, to ensure that the medical waste water after processing evenly overflows on the one hand, on the other hand in order to form the limpider medical waste water layer of one deck above settling region, the medical waste water accumulating in this place then enters in settling region, make the medical waste water of subsequent sections limpider, particulate matter in further removal medical waste water, and then the treatment effect improving medical waste water.
Further, the top of device body is provided with the aerator hole being positioned at biochemical reaction zone, and hole is equipped with pneumatic tube to aerator, and pneumatic tube stretches into the bottom of biochemical reaction zone while be connected with aerator.
Aerating apparatus can adopt gas blower aerating apparatus, also Mechanical aerator can be adopted, the utility model arranges pneumatic tube at the top of device body, in the bottom of biochemical reaction zone, aerator is set, fully contacting of oxygen and medical waste water and microorganism can be promoted, ensure that oxidizing reaction is fully carried out.
Further, the reflector being provided with settling region water inlet pipe, central tube in settling region and being positioned at below central tube, the roof of reflector is scarp, and central tube is the vertical hollow circular cylinder arranged, and the two ends of settling region water inlet pipe are connected with the water hole on the 3rd dividing plate and central tube respectively.
Enter the medical waste water of settling region through settling region water inlet pipe, flow to reflector through central tube, reflector can reduce the water intake velocity of medical waste water, and medical waste water is uniformly distributed, thus makes the sedimentation effect of medical waste water in settling region better.
Further, reflector is coniform.
The sidewall of reflector is scarp, the medical waste water flowed out from central tube to flow to the bottom of settling region from scarp, the flow velocity of medical waste water effectively can be slowed down in scarp, flow velocity is avoided to impact the medical waste water bottom settling region soon, mixing being deposited on the settling bottom settling region with the medical waste water of upper clear, affecting the sedimentation effect of settling region.
Further, the bottom at least one region in debris retaining district, sediment district, biochemical reaction zone, settling region, filtrating area and sterilizating area is provided with evacuated tube.
Evacuated tube is in order to the emptying settling being deposited on each sections bottom in time, ensures carrying out smoothly of each step of medical waste water.
Further, the top in debris retaining district and/or sediment district is provided with inspection window.
Inspection window is used for the use of the maintenance of device body inside, facilitates timely discharger internal fault, ensures that wastewater treatment process is carried out smoothly.
Further, the top at least one region in settling region, filtrating area and sterilizating area is provided with grid.
In settling region, filtrating area and sterilizating area, at least one region adopts semi-enclosed form, adopts grid, be convenient to the situation of wastewater treatment water quality in observing device body at its top.
Further, the exterior side wall of device body is provided with cat ladder.
Cat ladder is set, convenient operation personnel down operation, saves repair time or the time of checking.
The beneficial effects of the utility model: six treatment zones in the technical program adopt the structure formation of integration, and not only floor space is little, and simple for production, integral hoisting is easy, running cost is low.
Accompanying drawing explanation
In order to be illustrated more clearly in the technical scheme of the utility model embodiment, be briefly described to the accompanying drawing used required in embodiment below, be to be understood that, the following drawings illustrate only some embodiment of the present utility model, therefore the restriction to scope should be counted as, for those of ordinary skill in the art, under the prerequisite not paying creative work, other relevant accompanying drawings can also be obtained according to these accompanying drawings.
The integrally-built skeleton view of the medical waste water integrated treatment unit that Fig. 1 provides for the utility model embodiment;
Fig. 2 is the skeleton view of the top structure of Fig. 1;
Fig. 3 is the skeleton view of the bottom construction of Fig. 1.
In figure:
Water inlet pipe 101; Grid 102; Water hole 103; Rising pipe 104; Aerator 105; First crosses water pipe 106; Filter material layer 107; Inspection window 109; Aerator hole 200; Settling region water inlet pipe 201; Central tube 202; Reflector 203; Evacuated tube 204; Overflow weir 205; Grid 206; Cat ladder 207; First return line 208; Second return line 209; Debris retaining district 300; Sediment district 301; Biochemical reaction zone 302; Settling region 303; Filtrating area 304; Sterilizating area 305; Excavating pump 306; Second crosses water pipe 307.
Embodiment
For making the object of the utility model embodiment, technical scheme and advantage clearly, below in conjunction with the accompanying drawing in the utility model embodiment, technical scheme in the utility model embodiment is clearly and completely described, obviously, described embodiment is the utility model part embodiment, instead of whole embodiments.The assembly of the utility model embodiment describing and illustrate in usual accompanying drawing herein can be arranged with various different configuration and design.Therefore, below to the detailed description of the embodiment of the present utility model provided in the accompanying drawings and the claimed scope of the present utility model of not intended to be limiting, but selected embodiment of the present utility model is only represented.Based on the embodiment in the utility model, those of ordinary skill in the art are not making the every other embodiment obtained under creative work prerequisite, all belong to the scope of the utility model protection.
It should be noted that: represent similar terms in similar label and letter accompanying drawing below, therefore, once be defined in an a certain Xiang Yi accompanying drawing, then do not need to define further it and explain in accompanying drawing subsequently.In description of the present utility model, it should be noted that, term " on ", D score, " vertically ", " transverse direction ", " interior ", the orientation of the instruction such as " outward " or position relationship be based on orientation shown in the drawings or position relationship, or this utility model product orientation of usually putting or position relationship when using, only the utility model and simplified characterization for convenience of description, instead of the device of instruction or hint indication or element must have specific orientation, with specific azimuth configuration and operation, therefore can not be interpreted as restriction of the present utility model.In addition, term " first ", " second " etc. only for distinguishing description, and can not be interpreted as instruction or hint relative importance.
In description of the present utility model, also it should be noted that, unless otherwise clearly defined and limited, term " setting ", " connection " should be interpreted broadly, and such as, can be fixedly connected with, also can be removably connect, or connect integratedly; Can be mechanical connection, also can be electrical connection; Can be directly be connected, also indirectly can be connected by intermediary, can be the connection of two element internals.For the ordinary skill in the art, particular case the concrete meaning of above-mentioned term in the utility model can be understood.
Embodiment, refers to Fig. 1 to Fig. 3.
The medical waste water integrated treatment unit that the present embodiment provides comprises device body, device body is provided with cavity, as shown in Figure 1 to Figure 3, five dividing plates are vertically provided with in cavity, the top of five described dividing plates is provided with water hole, be respectively the first dividing plate, second partition, the 3rd dividing plate, the 4th dividing plate and the 5th dividing plate, cavity is divided into six regions by five dividing plates, is respectively debris retaining district 300, sediment district 301, biochemical reaction zone 302, settling region 303, filtrating area 304 and sterilizating area 305.
Basic technology principle of the present utility model is: aerobic treatment-precipitation-sterilization process principle, utilizes this principle, has invented medical waste water process integrated apparatus.
Debris retaining district 300 comprises the water inlet pipe 101 being arranged at device body top and the grid 102 be vertically arranged in debris retaining district 300, and debris retaining district 300 is divided into two regions by grid 102, and debris retaining district 300 is communicated with the bottom in sediment district 301; Aerating apparatus is provided with in biochemical reaction zone 302; Be horizontally arranged with filter material layer 107 in filtrating area 304, the water hole of the 4th dividing plate is communicated with the below that filter material layer 107 is stretched in the first water side crossing water pipe 106, first mistake water pipe 106; The water hole of the 5th dividing plate is communicated with second and crosses water pipe 307, the sidewall of sterilizating area 305 is provided with rising pipe 104.
Debris retaining district 300 is for tackling the suspended substance of the large bulk in medical waste water, and medical waste water enters debris retaining district through water inlet pipe 101, and the medical waste water after grid 102 filters passed through the mouth of a river and enters sediment district 301, the medical waste water flowed in sediment district 301 carries out sediment in sediment district 301, and the sediment of certain mass that has in medical waste water is deposited on the bottom in sediment district 301, and the water at top, sediment district 301 then passed through the mouth of a river and enters biochemical reaction zone 302, " biochemical reaction " i.e. biochemical reaction, just refer to the chemical reaction carried out in vivo, what biochemical reaction zone 302 of the present utility model adopted is Aerobic biological process principle, " Aerobic biological process " makes good use of oxygen animalcule (comprising aerobic-anaerobic microbe) having under oxygen existent condition to carry out biological metabolism with degradation of organic substances, microorganism utilizes the organic pollutant that exists in water to carry out oxygen metabolism for substrate, through a series of biochemical reaction, release energy step by step, finally settle out with the inorganics of low energy position, reach innoxious requirement, so that return to the nature environment or process further, therefore biochemical reaction zone 302 is mainly used for removing the organism in medical waste water, wherein " Aerobic biological process method " has activated sludge process and the large class of biomembrance process two, this programme can be optionally wherein a kind of, microorganism wherein can be fixed on film or on cytoskeleton.
The aerating apparatus be arranged in biochemical reaction zone 302 is then the oxygen for providing biochemical reaction, and in addition, aerating apparatus can also make the medical waste water in biochemical reaction zone 302 fully mix, and improves the efficiency of reaction.Wherein, aerating apparatus can adopt gas blower aerating apparatus, also Mechanical aerator can be adopted, the present embodiment is preferably: as shown in Figure 1, the top of device body is provided with the aerator hole 200 being positioned at biochemical reaction zone 302, aerator hole 200 is equipped with pneumatic tube, pneumatic tube stretches into the bottom of biochemical reaction zone 302 and is connected with aerator 105, wherein aerator 105 is preferably disposed on the bottom of biochemical reaction zone 302, fully contacting of oxygen and medical waste water and microorganism can be promoted, ensure that oxidizing reaction is fully carried out.
Medical waste water after biochemical reaction enters settling region 303 and again precipitates, the clear water being positioned at upper strata, settling region 303 after precipitation is then crossed water pipe 106 through first and is flowed into filtrating area 304, filter material layer 107 is set in filtrating area 304, the particulate contamination such as further removal suspended substance, upper strata clear water in filtrating area 304 is then crossed water pipe 307 through second and is entered sterilizating area 305, sterilizating area 305 disinfect after medical waste water by rising pipe 104 discharger, this is external, complete the process of medical waste water.
Debris retaining district 300 in this device, sediment district 301, biochemical reaction zone 302, settling region 303, filtrating area 304 and sterilizating area 305 6 regions are all arranged in device body, realize regional integral structure form, not only floor space is little, and simple for production, integral hoisting is easy, running cost is low.The technical program is mainly applicable to the process of the medical waste water of the little water yield, and the waste water after process discharges after reaching corresponding emission standard, thus reduces contaminated wastewater quantity discharged, reaches the object of protection water surrounding.
In order to reduce the mud generation of whole system, the technical program also comprises sludge refluxing apparatus, as shown in Figure 1, sludge refluxing apparatus comprises excavating pump 306, first return line 208 and the second return line 209, first return line 208 is communicated with the bottom of biochemical reaction zone 302, second return line 209 is communicated with the top in sediment district 301, is connected between the first return line 208 and the second return line 209 by excavating pump 306; Mud in biochemical reaction zone 302 is through the first return line 208, sediment district 301 is entered through the second return line 209 under the effect of excavating pump 306, effectively reduce the sludge quantity in biochemical reaction zone 302 on the one hand, effectively reduce the generation of mud in settling region 303, filtrating area 304 and sterilizating area 305 on the other hand, and then reduce the sludge yield of whole system.
As shown in Figure 1, settling region 303 is provided with two overflow weirs 205, two overflow weirs 205 are arranged at the water hole of the 3rd dividing plate and the water hole place of the 4th dividing plate respectively, wherein with settling region 303 for reference, the overflow weir being positioned at the water hole place of the 3rd dividing plate is influent weir, medical waste water through biochemical reaction zone process flows into settling region through this overflow weir, the overflow weir being positioned at the water hole place of the 4th dividing plate is effluent weir, medical waste water after settling region process flows into first through this overflow weir and crosses water pipe, then flows into filtrating area.Overflow weir 205 is set, to ensure that the medical waste water after processing evenly overflows on the one hand, on the other hand in order to form the limpider medical waste water layer of one deck above settling region 303, the medical waste water accumulating in this place then enters in settling region 303, make the medical waste water of subsequent sections limpider, remove the particulate matter in medical waste water further, and then improve the treatment effect of medical waste water.3rd dividing plate also can arrange overflow weir 205.
In order to make the sedimentation effect of settling region 303 better, as shown in Figure 1, the reflector 203 being provided with settling region water inlet pipe 201, central tube 202 in settling region 303 and being positioned at below central tube 202, the roof of reflector 203 is scarp, central tube 202 is the vertical hollow circular cylinder arranged, and the two ends of settling region water inlet pipe 201 are connected with the water hole 103 on the 3rd dividing plate and central tube 202 respectively; The medical waste water of settling region 303 is entered through settling region water inlet pipe 201, reflector 203 is flowed to through central tube 202, reflector 203 can reduce the water intake velocity of medical waste water, and medical waste water is uniformly distributed, thus makes the sedimentation effect of medical waste water in settling region 303 better.Wherein, preferably reflector 203 is coniform, benefit is, the sidewall of reflector 203 is scarp, the medical waste water flowed out from central tube 202 to flow to the bottom of settling region 303 from scarp, the flow velocity of medical waste water effectively can be slowed down in scarp, avoids flow velocity to impact the medical waste water bottom settling region 303 soon, mixing being deposited on the settling bottom settling region 303 with the medical waste water of upper clear, affecting the sedimentation effect of settling region 303.
In order to the emptying settling being deposited on each sections bottom in time, ensure carrying out smoothly of each step of medical waste water, as shown in Figure 1 to Figure 3, the bottom at least one region in debris retaining district 300, sediment district 301, biochemical reaction zone 302, settling region 303, filtrating area 304 and sterilizating area 305 is provided with evacuated tube 204.
In order to timely remover internal fault, ensure that wastewater treatment process is carried out smoothly, as shown in Figure 2, the top in debris retaining district 300 and/or sediment district 301 is provided with inspection window 109.Inspection window 109 is for the use of the maintenance of device body inside.
For the ease of the water quality situation of medical waste water in observing device body, as shown in Figure 2, the top at least one region in settling region 303, filtrating area 304 and sterilizating area 305 is provided with grid 206, any one region in settling region 303, filtrating area 304 and sterilizating area 305 adopts semi-enclosed form, adopt grid 206 at its top, be convenient to the situation of wastewater treatment water quality in observing device body.
Conveniently operator's down operation, as depicted in figs. 1 and 2, the exterior side wall of device body is provided with cat ladder 207, saves repair time or the time of checking.
The foregoing is only preferred embodiment of the present utility model, be not limited to the utility model, for a person skilled in the art, the utility model can have various modifications and variations.All within spirit of the present utility model and principle, any amendment done, equivalent replacement, improvement etc., all should be included within protection domain of the present utility model.
Claims (10)
1. a medical waste water integrated treatment unit, it is characterized in that, comprise device body, described device body is provided with cavity, vertically be arranged side by side five dividing plates in described cavity, be respectively the first dividing plate, second partition, the 3rd dividing plate, the 4th dividing plate and the 5th dividing plate, the top of five described dividing plates is provided with water hole, described cavity is divided into six regions by five described dividing plates, is respectively debris retaining district, sediment district, biochemical reaction zone, settling region, filtrating area and sterilizating area;
Described debris retaining district comprises the water inlet pipe being arranged at described device body top and the grid be vertically arranged in described debris retaining district, and described debris retaining district is divided into two regions by described grid, and described debris retaining district is communicated with the bottom in described sediment district;
Aerating apparatus is provided with in described biochemical reaction zone; Be horizontally arranged with filter material layer in described filtrating area, the described water hole of described 4th dividing plate is communicated with first and crosses water pipe, and the below of described filter material layer is stretched in the described first water side crossing water pipe; The water hole of described 5th dividing plate is communicated with second and crosses water pipe, and the sidewall of described sterilizating area is provided with rising pipe.
2. medical waste water integrated treatment unit according to claim 1, it is characterized in that, also comprise sludge refluxing apparatus, described sludge refluxing apparatus comprises excavating pump, the first return line and the second return line, described first return line is communicated with the bottom of described biochemical reaction zone, described second return line is communicated with the top in described sediment district, is connected between described first return line and described second return line by excavating pump.
3. medical waste water integrated treatment unit according to claim 1, is characterized in that, described settling region is provided with two overflow weirs, and two described overflow weirs are arranged at the water hole of described 3rd dividing plate and the described water hole place of described 4th dividing plate respectively.
4. medical waste water integrated treatment unit according to claim 1, it is characterized in that, the top of described device body is provided with the aerator hole being positioned at described biochemical reaction zone, described aerator hole is equipped with pneumatic tube, and described pneumatic tube stretches into the bottom of described biochemical reaction zone and is connected with aerator.
5. medical waste water integrated treatment unit according to claim 1, it is characterized in that, the reflector being provided with settling region water inlet pipe, central tube in described settling region and being positioned at below described central tube, the roof of described reflector is scarp, described central tube is the vertical hollow circular cylinder arranged, and the two ends of described settling region water inlet pipe are connected with the described water hole on described 3rd dividing plate and described central tube respectively.
6. medical waste water integrated treatment unit according to claim 5, is characterized in that, described reflector is coniform.
7. medical waste water integrated treatment unit according to claim 1, it is characterized in that, the bottom at least one region in described debris retaining district, described sediment district, described biochemical reaction zone, described settling region, described filtrating area and described sterilizating area is provided with evacuated tube.
8. medical waste water integrated treatment unit according to claim 1, is characterized in that, the top in described debris retaining district and/or described sediment district is provided with inspection window.
9. medical waste water integrated treatment unit according to claim 1, is characterized in that, the top at least one region in described settling region, described filtrating area and described sterilizating area is provided with grid.
10. medical waste water integrated treatment unit according to claim 1, is characterized in that, the exterior side wall of described device body is provided with cat ladder.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520784562.XU CN205045959U (en) | 2015-10-10 | 2015-10-10 | Medical treatment waste water integration treatment device |
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| Application Number | Priority Date | Filing Date | Title |
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| CN201520784562.XU CN205045959U (en) | 2015-10-10 | 2015-10-10 | Medical treatment waste water integration treatment device |
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| CN205045959U true CN205045959U (en) | 2016-02-24 |
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| CN201520784562.XU Active CN205045959U (en) | 2015-10-10 | 2015-10-10 | Medical treatment waste water integration treatment device |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108706805A (en) * | 2018-05-29 | 2018-10-26 | 杭州绿环保技术有限公司 | A kind of processing system of laundry waste water |
| CN111039469A (en) * | 2020-01-06 | 2020-04-21 | 湖南泰瑞医疗科技有限公司 | Medical sewage treatment integration equipment |
| CN114716094A (en) * | 2022-03-22 | 2022-07-08 | 浙江同济科技职业学院 | Method for installing treatment box for integrated domestic sewage collection and recycling |
-
2015
- 2015-10-10 CN CN201520784562.XU patent/CN205045959U/en active Active
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108706805A (en) * | 2018-05-29 | 2018-10-26 | 杭州绿环保技术有限公司 | A kind of processing system of laundry waste water |
| CN108706805B (en) * | 2018-05-29 | 2021-04-02 | 杭州绿一环保技术有限公司 | Processing system of laundry waste water |
| CN111039469A (en) * | 2020-01-06 | 2020-04-21 | 湖南泰瑞医疗科技有限公司 | Medical sewage treatment integration equipment |
| CN114716094A (en) * | 2022-03-22 | 2022-07-08 | 浙江同济科技职业学院 | Method for installing treatment box for integrated domestic sewage collection and recycling |
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