CN209397090U - Sewage disposal system - Google Patents
Sewage disposal system Download PDFInfo
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- CN209397090U CN209397090U CN201920053799.9U CN201920053799U CN209397090U CN 209397090 U CN209397090 U CN 209397090U CN 201920053799 U CN201920053799 U CN 201920053799U CN 209397090 U CN209397090 U CN 209397090U
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Abstract
The utility model discloses sewage disposal systems, are related to technical field of sewage.It include: the first enclosure, the second enclosure and third enclosure；Wherein, the both ends of the first enclosure with river bank slope is detachably connected surrounds enclosed flocculation basin；The both ends of second enclosure are detachably connected with river bank slope and surround enclosed first reaction tank with the first enclosure；The both ends of third enclosure are detachably connected with river bank slope and surround enclosed second reaction tank with the second enclosure；Wherein, flocculation basin has the water inlet being connected to Drain contamination for river channel mouth；First enclosure, the second enclosure and third enclosure offer through-hole；Flocculation basin is connected to by the first enclosure with the first reaction tank, and the first reaction tank is connected to by the second enclosure with the second reaction tank, and third enclosure has the water outlet of the second reaction tank；The sewage disposal system can carry out intensive treatment to sewage, enhance the treatment effect to sewage.
Description
Technical field
The utility model relates to technical field of sewage, more particularly, to sewage disposal system.
Background technique
With the quickening of economic development and urban construction paces, city domestic sewage, trade effluent, rural sewage, life
The various pollution sources such as rubbish and initial rainwater enter river, cause urban river water dissolved oxygen to reduce, lack aquatic animal, plant life
Dis environment makes water body gradually lose self-purification capacity, and external source pollution is the basic reason for causing river water quality to deteriorate, and wherein point source is dirty
Dye is always to lead to the main factor of river pollution, and it is radical cure that it is by the channel cutting in pollutant input river that river, which cuts dirt,
The direct effective method of river pollution.But with the development of urban economy, pollution level is just further exacerbated by, and municipal administration is cut
Dirty difficulty also gradually increases, and cost is big, lasts length, and the dirty planning that cuts of especially city old the city proper and the suburbs engaging portion is difficult to fall
It is real, it is difficult to realize cut dirt comprehensively in the short time, the river after some implementation interception projects often becomes single flood discharge ditch, river
Ecological functions it is all gone.Therefore the ecological management of the pollution of river is realized, cutting dirty control source is key, is difficult to cut dirt to certain
Sewage draining exit must do certain processing, eliminate or reduce influence of the in line sewage of sewage draining exit to river water quality, as far as possible to guarantee
Effective implementation of other subsequent restoration of the ecosystem means.
The processing technique report in relation to Drain contamination for river channel mouth sewage is few now, the method for mostly using river water body routinely to administer
Including physical filtering method, activated sludge process, phytoremediation etc., but since above-mentioned single method is fairly simple, can not achieve pair
The degradation of high-concentration sewage.
Utility model content
The purpose of this utility model is to provide sewage disposal system, which can strengthen sewage
Processing enhances the treatment effect to sewage.
To achieve the above object, the utility model the following technical schemes are provided:
One side according to the present utility model, provides sewage disposal system, comprising: the first enclosure, the second enclosure and
Three enclosures；Wherein, the both ends of first enclosure with river bank slope is detachably connected surrounds enclosed flocculation basin；Described
The both ends of two enclosures are detachably connected with river bank slope and surround enclosed first reaction tank with first enclosure；Institute
The both ends for stating third enclosure are detachably connected with river bank slope and surround enclosed second with second enclosure and react
Pond；Wherein, the flocculation basin has the water inlet being connected to Drain contamination for river channel mouth；First enclosure, second enclosure and
The third enclosure offers through-hole；
The flocculation basin is connected to by first enclosure with first reaction tank, and first reaction tank passes through described
Second enclosure is connected to second reaction tank, and the third enclosure has the water outlet of second reaction tank.
Further, first enclosure, second enclosure and the third enclosure are in arc-shaped.
Further, the both ends of first enclosure and river bank slope are rotatablely connected；The both ends and river of second enclosure
The rotation connection of road bank slope；The both ends of the third enclosure and river bank slope are rotatablely connected.
Further, the sewage disposal system further includes being mounted on river bank slope and being connected to Drain contamination for river channel mouth
Sewage collecting pipe；
The sewage collecting pipe is connected to by the water inlet with the flocculation basin.
Further, the grid for covering the sewage collecting pipe input end is installed on the sewage collecting pipe.
Further, there is flocculant in the flocculation basin；There is biological rope in first reaction tank；Described second is anti-
There is suspended biological filler in Ying Chi；
The biological rope is swum in first reaction tank, and one end is connected on second enclosure.
Further, the suspended biological filler includes extexine, middle layer, endosexine, reinforcing rib and connection fin；
The extexine, the middle layer and the endosexine three are linked together by the reinforcing rib, and institute
It states middle layer and the endosexine and passes through connection fin connection.
Further, the middle layer is cylinder-shaped or polygon, and between the extexine and the middle layer,
The middle layer is equipped with the first fin.
Further, between the middle layer and the endosexine, the endosexine is equipped with the second fin.
Further, the material that first enclosure, second enclosure and the third enclosure use is polyethylene.
Sewage disposal system according to the present utility model, comprising: the first enclosure, the second enclosure and third enclosure；Wherein,
The both ends of first enclosure with river bank slope is detachably connected surrounds enclosed flocculation basin；The both ends of second enclosure
It is detachably connected with river bank slope and surround enclosed first reaction tank with first enclosure；The third enclosure
Both ends are detachably connected with river bank slope and surround enclosed second reaction tank with second enclosure；Wherein, the wadding
Solidifying pond has the water inlet being connected to Drain contamination for river channel mouth；First enclosure, second enclosure and the third enclosure are equal
Offer through-hole；The flocculation basin is connected to by first enclosure with first reaction tank, and first reaction tank passes through
Second enclosure is connected to second reaction tank, and the third enclosure has the water outlet of second reaction tank；For
For the sewage disposal system, the both ends of the first enclosure are connect with river bank slope defines enclosed flocculation basin, flocculation basin tool
There is the water inlet being connected to sewage draining exit, the both ends of the second enclosure connect with river bank slope and define with the first enclosure closed
The first reaction tank, the both ends of third enclosure, which connect with river bank slope and define enclosed second with the second enclosure, reacts
Pond, sewage are entered from the inlet to flocculation basin, and flocculation basin carries out flocculation treatment to sewage, and the sewage handled through flocculation basin passes through the
One enclosure enters to the first reaction tank, and the first reaction tank carries out biochemical treatment to sewage, and the sewage handled through the first reaction tank is logical
It crosses the second enclosure and enters to the second reaction tank, the second reaction tank carries out biochemical treatment to sewage, after the processing of the second reaction tank
To clear water be discharged by third enclosure, complete to the abatement processes of sewage, it is anti-by flocculation basin, the first reaction tank and second
The processing layer by layer of Ying Chi, so that sewage treatment system enhances the processing to sewage, to enhance the treatment effect to sewage.
Detailed description of the invention
It, below will be right in order to illustrate more clearly of specific embodiment of the present invention or technical solution in the prior art
Specific embodiment or attached drawing needed to be used in the description of the prior art are briefly described, it should be apparent that, it is described below
In attached drawing be that some embodiments of the utility model are not paying creativeness for those of ordinary skill in the art
Under the premise of labour, it is also possible to obtain other drawings based on these drawings.
Fig. 1 is the structural schematic diagram of sewage disposal system provided by the embodiment of the utility model；
Fig. 2 is the structural schematic diagram of suspended biological filler in sewage disposal system provided by the embodiment of the utility model.
Icon: the first enclosure of 10-；The second enclosure of 20-；30- third enclosure；40- flocculation basin；401- water inlet；50- first
Reaction tank；501- biological rope；The second reaction tank of 60-；601- suspended biological filler；6011- extexine；6012- middle layer；
The endosexine 6013-；6014- reinforcing rib；6015- connection fin；The first fin of 6016-；The second fin of 6017-；70- sewage collecting
Pipe；80- grid；The river 90- bank slope.
Specific embodiment
The technical solution of the utility model is clearly and completely described below in conjunction with attached drawing, it is clear that described
Embodiment is the utility model a part of the embodiment, instead of all the embodiments.Based on the embodiments of the present invention, originally
Field those of ordinary skill every other embodiment obtained without making creative work belongs to practical
Novel protected range.
It is in the description of the present invention, it should be noted that term " center ", "upper", "lower", "left", "right", " perpendicular
Directly ", the orientation or positional relationship of the instructions such as "horizontal", "inner", "outside" is to be based on the orientation or positional relationship shown in the drawings, and is only
For ease of description the utility model and simplify description, rather than the device or element of indication or suggestion meaning must have it is specific
Orientation, be constructed and operated in a specific orientation, therefore should not be understood as limiting the present invention.In addition, term " the
One ", " second ", " third " are used for descriptive purposes only and cannot be understood as indicating or suggesting relative importance.
In the description of the present invention, it should be noted that unless otherwise clearly defined and limited, term " is pacified
Dress ", " connected ", " connection " shall be understood in a broad sense, for example, it may be being fixedly connected, may be a detachable connection, or integrally
Connection；It can be mechanical connection, be also possible to be electrically connected；Can be directly connected, can also indirectly connected through an intermediary,
It can be the connection inside two elements.For the ordinary skill in the art, above-mentioned art can be understood with concrete condition
The concrete meaning of language in the present invention.
Fig. 1 is the structural schematic diagram of sewage disposal system provided by the embodiment of the utility model；Fig. 2 is that the utility model is real
The structural schematic diagram of suspended biological filler in the sewage disposal system of example offer is provided.
Embodiment
One aspect according to the present utility model, provides sewage disposal system, and as shown in FIG. 1, FIG. 1 is the utility model realities
The structural schematic diagram of the sewage disposal system of example offer is provided；It include: the first enclosure 10, the second enclosure 20 and third enclosure 30；
Wherein, the both ends of the first enclosure 10 with river bank slope 90 is detachably connected surrounds enclosed flocculation basin 40；Second enclosure 20
Both ends and river bank slope 90 it is detachably connected and surround enclosed first reaction tank 50 with the first enclosure 10；Third is enclosed
Both ends every 30 are detachably connected with river bank slope 90 and surround enclosed second reaction tank 60 with the second enclosure 20；Its
In, flocculation basin 40 has the water inlet 401 being connected to Drain contamination for river channel mouth；First enclosure, second enclosure and the third
Enclosure offers through-hole；
Flocculation basin is connected to by the first enclosure with the first reaction tank, and the first reaction tank passes through the second enclosure and the second reaction tank
Connection, third enclosure have the water outlet of the second reaction tank.
Sewage disposal system according to the present utility model, for the sewage disposal system, the both ends of the first enclosure 10
It being connect with river bank slope 90 and defines enclosed flocculation basin 40, flocculation basin 40 has the water inlet 401 being connected to sewage draining exit, the
The both ends of two enclosures 20 connect with river bank slope 90 and define enclosed first reaction tank 50 with the first enclosure, and third is enclosed
It is connect every 30 both ends with river bank slope 90 and defines enclosed second reaction tank 60 with the second enclosure, sewage is from water inlet
Mouth 401 enters to flocculation basin 40, and flocculation basin 40 carries out flocculation treatment to sewage, and the sewage handled through flocculation basin 40 is enclosed by first
The first reaction tank 50 is entered to every 10, the first reaction tank 50 carries out biochemical treatment to sewage, the dirt handled through the first reaction tank 50
Water enters to the second reaction tank 60 by the second enclosure 20, and the second reaction tank 60 carries out biochemical treatment to sewage, through the second reaction
The clear water obtained after the processing of pond is discharged by third enclosure 30, completes the abatement processes to sewage, anti-by flocculation basin 40, first
The processing layer by layer in pond 50 and the second reaction tank 60 is answered, so that sewage treatment system enhances the processing to sewage, to enhance
To the treatment effect of sewage.
Preferably, the first enclosure 10, the second enclosure 20 and third enclosure 30 are in arc-shaped.
It should be noted that the first enclosure 10, the second enclosure 20 and third enclosure 30 are in arc-shaped, it can be first and enclose
Be arc-shaped every the 10, second enclosure 20 and 30 self structure of third enclosure, can also be the first enclosure 10 with river bank slope 90
Connection surrounds the effect of 40 Shi Jingli of flocculation basin in arc-shaped, and the second enclosure 20 is connecting with river bank slope 90 and enclosing with first
Every surround the effect of 50 Shi Jingli of the first reaction tank in arc-shaped and third enclosure 30 connect with river bank slope 90 and with
Second enclosure surrounds the effect of 60 Shi Jingli of the second reaction tank in arc-shaped；
Flocculation basin 40 has water inlet 401, which is provided on river bank slope 90, and connects with Drain contamination for river channel mouth
It is logical；The through-hole aperture that first enclosure 10, the second enclosure 20 and third enclosure 30 are equipped with is smaller, so that sewage is in each pond
Residence time is longer in son, and the effect of sewage treatment is good.
According to a kind of embodiment of the utility model sewage disposal system, the both ends of the first enclosure 10 and river bank slope 90
Rotation connection；The both ends of second enclosure 20 and river bank slope 90 are rotatablely connected；The both ends of third enclosure 30 with 90 turns of river bank slope
Dynamic connection.
According to this practical New Type of Sewage Treatment System, the both ends of the first enclosure 10, the both ends of the second enclosure 20 and the
The mode that the both ends of three enclosures 30 are detachably connected with river bank slope 90 includes:
Both ends, the both ends of the second enclosure 20 and the both ends of third enclosure 30 of one: the first enclosure 10 of mode and river bank
Slope 90 is detachable to be fixedly connected, for example, the both ends of the first enclosure 10, the both ends of the second enclosure 20 and third enclosure 30
Both ends and river bank slope 90 are spirally connected or bind；
Both ends, the both ends of the second enclosure 20 and the both ends of third enclosure 30 of two: the first enclosure 10 of mode and river bank
The detachable rotation connection in slope 90, for example, the both ends of the first enclosure 10, the both ends of the second enclosure 20 and third enclosure 30
Both ends and river bank slope 90 are rotatablely connected by rotating shaft；
Preferably, the both ends of the first enclosure 10, the both ends at the both ends of the second enclosure 20 and third enclosure 30 and river bank
The detachable rotation connection in slope 90, so that the first enclosure 10, the second enclosure 20 and third enclosure 30 can be with water (flow) directions
Rotation, does not influence flood passage.
According to a kind of embodiment of the utility model sewage disposal system, as shown in FIG. 1, FIG. 1 is the utility model realities
The structural schematic diagram of the sewage disposal system of example offer is provided；Sewage disposal system further include be mounted on river bank slope 90 and with
The sewage collecting pipe 70 of Drain contamination for river channel mouth connection；
Sewage collecting pipe 70 is connected to by water inlet 401 with flocculation basin 40.
Sewage disposal system according to the present utility model, sewage collecting pipe 70 realize flocculation basin 40 and Drain contamination for river channel mouth
Sewage is drained in flocculation basin 40 by connection, sewage collecting pipe 70, and sewage is stably entered to flocculation basin 40；
It should be noted that can concatenate charging pump on sewage collecting pipe 70, water pump can further speed up sewage and enter wadding
The speed in solidifying pond 40.
According to a kind of embodiment of the utility model sewage disposal system, as shown in FIG. 1, FIG. 1 is the utility model realities
The structural schematic diagram of the sewage disposal system of example offer is provided；Covering 70 input end of sewage collecting pipe is installed on sewage collecting pipe 70
Grid 80.
Sewage disposal system according to the present utility model is equipped with covering 70 import of sewage collecting pipe on sewage collecting pipe 70
The grid 80 at end, it can be understood as the outer wall of sewage collecting pipe 70 is equipped with grid 80, which covers sewage collecting pipe 70
Input end or the inner wall of sewage collecting pipe 70 grid 80 is installed, which covers the input end of sewage collecting pipe 70；
When sewage enters sewage collecting pipe 70, grid 80 retains biggish particulate matter and suspended matter in sewage, reduces subsequent
The burden of flocculation basin 40, the first reaction tank 50 and the second reaction tank 60.
According to a kind of embodiment of the utility model sewage disposal system, as shown in FIG. 1, FIG. 1 is the utility model realities
The structural schematic diagram of the sewage disposal system of example offer is provided；There is flocculant in flocculation basin 40；There is life in first reaction tank 50
Object rope 501；There is suspended biological filler 601 in second reaction tank 60；
Biological rope 501 is swum in the first reaction tank 50, and one end is connected on the second enclosure 20.
Sewage disposal system according to the present utility model, it is preferable that flocculant is to be sustained ecological flocculant, is sustained ecology wadding
Solidifying agent can be ecological compound powder；
Flocculant makes the suspended particulates loss of stability in sewage, and micelle object, which agglomerates, increases particle, forms flocculation
Body, alumen ustum, floccule body are detached from aqueous phase precipitation after growing up to certain volume under the effect of gravity, to remove a large amount of in sewage
Suspended matter, to achieve the effect that water process；
Biological rope 501 is immersion mounted model bio-carrier；Carrier of the filler as biomembrane, in the first reaction tank
50 and second reaction tank 60 to sewage carry out biochemical treatment during play an important role.
According to a kind of embodiment of the utility model sewage disposal system, as shown in Fig. 2, Fig. 2 is that the utility model is real
The structural schematic diagram of suspended biological filler 601 in the sewage disposal system of example offer is provided.Suspended biological filler 601 includes extexine
6011, middle layer 6012, endosexine 6013, reinforcing rib 6014 and connection fin 6015；
Extexine 6011, middle layer 6012 and 6013 three of endosexine are linked together by reinforcing rib 6014, and in
Interbed 6012 and endosexine 6013 are connected by connection fin 6015.
Sewage disposal system according to the present utility model, 6013 three of extexine 6011, middle layer 6012 and endosexine
It is linked together by reinforcing rib 6014, and middle layer 6012 and endosexine 6013 are connected by connection fin 6015, reinforcing rib
6014 increase the structural strength, stability and shock resistance of the suspended biological filler 601 with fin 6015 is connect, and are used for sewage
It is not easy to deform because of collision when using in processing, is damaged, providing the service life of suspended biological filler 601；
According to a kind of embodiment of the utility model sewage disposal system, Fig. 2 is provided by the embodiment of the utility model
The structural schematic diagram of suspended biological filler 601 in sewage disposal system.Middle layer 6012 is cylinder-shaped or polygon, and is located at outer
Between surface layer 6011 and middle layer 6012, middle layer 6012 is equipped with the first fin 6016.
Sewage disposal system according to the present utility model, middle layer 6012 is equipped with several first fins 6016, several
A first fin 6016 is in solar radiation shape in middle layer 6012, and the specific surface of filler is farthest improved under same volume
Product, so that increasing surface hangs modulus, thus improving the removal amount of dirty water pollutant in one timing of pool capacity, and work as sewage
In the timing of pollutant concentration one, reduce sludge loading, provide wastewater treatment efficiency；Meanwhile several first fins
6016 increase the roughness on 6012 surface of middle layer, and easy to be filmed simultaneously can be demoulded voluntarily under waterpower collision, removal aging biology
Film prevents biofilm development blocked up；
Preferably, several first fins 6016 are uniformly arranged in middle layer 6012.
According to a kind of embodiment of the utility model sewage disposal system, Fig. 2 is provided by the embodiment of the utility model
The structural schematic diagram of suspended biological filler 601 in sewage disposal system.Between middle layer 6012 and endosexine 6013, interior table
Layer 6013 is equipped with the second fin 6017.
Sewage disposal system according to the present utility model, endosexine 6013 is equipped with several second fins 6017, several
A second fin 6017 is in solar radiation shape on endosexine 6013, and the specific surface of filler is farthest improved under same volume
Product, so that increasing surface hangs modulus, thus improving the removal amount of dirty water pollutant in one timing of pool capacity, and work as sewage
In the timing of pollutant concentration one, reduce sludge loading, provide wastewater treatment efficiency；Meanwhile several second fins
6017 increase the roughness on 6013 surface of endosexine, and easy to be filmed simultaneously can be demoulded voluntarily under waterpower collision, removal aging biology
Film prevents biofilm development blocked up.
Preferably, several second fins 6017 are uniformly arranged on endosexine 6013.
Specifically, there are six reinforcing ribs 6014 to connect with middle layer 6012 and extexine 6011 for endosexine 6013, interior
The second fin of two panels 6017 is provided between the every twice reinforcing rib 6014 in surface layer 6013, middle layer 6012 has and reinforcing rib 6014
Six connection fins 6015 separately are connect with extexine 6011, and middle layer 6012 is in connection fin 6015 and reinforcing rib 6014
The first fin of two panels 6016 is provided between interval.
Finally, it should be noted that the above various embodiments is only to illustrate the technical solution of the utility model, rather than it is limited
System；Although utility model is described in detail referring to foregoing embodiments, those skilled in the art should be managed
Solution: it is still possible to modify the technical solutions described in the foregoing embodiments, or to some or all of skills
Art feature is equivalently replaced；And these are modified or replaceed, it does not separate the essence of the corresponding technical solution the utility model
The range of each embodiment technical solution.
Claims (10)
1. sewage disposal system characterized by comprising the first enclosure, the second enclosure and third enclosure；Wherein, described
The both ends of one enclosure with river bank slope is detachably connected surrounds enclosed flocculation basin；The both ends and river of second enclosure
Bank slope is detachably connected and surrounds enclosed first reaction tank with first enclosure；The both ends of the third enclosure with
River bank slope is detachably connected and surrounds enclosed second reaction tank with second enclosure；Wherein, the flocculation basin tool
There is the water inlet being connected to Drain contamination for river channel mouth；First enclosure, second enclosure and the third enclosure offer
Through-hole；
The flocculation basin is connected to by first enclosure with first reaction tank, and first reaction tank passes through described second
Enclosure is connected to second reaction tank, and the third enclosure has the water outlet of second reaction tank.
2. sewage disposal system according to claim 1, which is characterized in that first enclosure, second enclosure with
And the third enclosure is in arc-shaped.
3. sewage disposal system according to claim 1, which is characterized in that the both ends of first enclosure and river bank slope
Rotation connection；The both ends of second enclosure and river bank slope are rotatablely connected；The both ends of the third enclosure and river bank slope turn
Dynamic connection.
4. sewage disposal system according to claim 1, which is characterized in that the sewage disposal system further includes being mounted on
The sewage collecting pipe being connected on river bank slope and with Drain contamination for river channel mouth；
The sewage collecting pipe is connected to by the water inlet with the flocculation basin.
5. sewage disposal system according to claim 4, which is characterized in that be equipped with covering institute on the sewage collecting pipe
State the grid of sewage collecting pipe input end.
6. sewage disposal system according to claim 1, which is characterized in that have flocculant in the flocculation basin；It is described
There is biological rope in first reaction tank；There is suspended biological filler in second reaction tank；
The biological rope is swum in first reaction tank, and one end is connected on second enclosure.
7. sewage disposal system according to claim 6, which is characterized in that the suspended biological filler include extexine,
Middle layer, endosexine, reinforcing rib and connection fin；
The extexine, the middle layer and the endosexine three are linked together by the reinforcing rib, and it is described in
Interbed and the endosexine pass through connection fin connection.
8. sewage disposal system according to claim 7, which is characterized in that the middle layer is cylinder-shaped or polygon,
And between the extexine and the middle layer, the middle layer is equipped with the first fin.
9. sewage disposal system according to claim 7, which is characterized in that be located at the middle layer and the endosexine it
Between, the endosexine is equipped with the second fin.
10. sewage disposal system according to claim 1, which is characterized in that first enclosure, second enclosure with
And the material that the third enclosure uses is polyethylene.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920053799.9U CN209397090U (en) | 2019-01-11 | 2019-01-11 | Sewage disposal system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920053799.9U CN209397090U (en) | 2019-01-11 | 2019-01-11 | Sewage disposal system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209397090U true CN209397090U (en) | 2019-09-17 |
Family
ID=67898187
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201920053799.9U Active CN209397090U (en) | 2019-01-11 | 2019-01-11 | Sewage disposal system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209397090U (en) |
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2019
- 2019-01-11 CN CN201920053799.9U patent/CN209397090U/en active Active
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| GR01 | Patent grant | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20200415 Address after: 100027, Beijing, Chaoyang District, East Third Ring Road, No. 2, No. 27, Tianyuan port, block B Patentee after: CITIC CONSTRUCTION Co.,Ltd. Address before: 102200 Beiqijia Town, Changping District, Beijing, Changping District, Beiqijia Town, South District of Science City, the East Road, the East Road, the central grain nutrition and Health Research Institute R & D building five layer 516 Patentee before: BEAUTIFUL LAND (BEIJING) ECOLOGICAL ENVIRONMENT ENGINEERING TECHNOLOGY RESEARCH INSTITUTE Co.,Ltd. |
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| TR01 | Transfer of patent right |