CN207108552U - Horizontal decontamination biology pipe for polluted underground water reparation - Google Patents
Horizontal decontamination biology pipe for polluted underground water reparation Download PDFInfo
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- CN207108552U CN207108552U CN201721516961.3U CN201721516961U CN207108552U CN 207108552 U CN207108552 U CN 207108552U CN 201721516961 U CN201721516961 U CN 201721516961U CN 207108552 U CN207108552 U CN 207108552U
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Abstract
The utility model belongs to polluted underground water processing technology field, more specifically, provide a kind of horizontal decontamination biology pipe for polluted underground water reparation, the horizontal decontamination biology pipe is included from the outer tube, interior webmaster and filling inner core set gradually inside outside, the filling inner core is coated and is set in the pipeline of the outer tube by the interior webmaster, the outer tube opens up hole, and the interior webmaster is tubular metallic mesh, and the packing material of the filling inner core is resin.Horizontal decontamination biology pipe provided by the utility model for polluted underground water reparation, the filling inner core are coated and are set in the pipeline of the outer tube by the interior webmaster, can strengthened underground water collecting effect, be easy to the installation and replacing of active material.
Description
Technical field
The utility model belongs to underground water pollution and repairs field, more particularly to a kind of transverse direction for polluted underground water reparation
Decontamination biology pipe.
Background technology
The mankind's caused pollutant in production, life is directly or indirectly discharged into groundwater environment, causes underground water
Pollution.At present, permeable reactive barrier (PRB) technology, circulation well technology (GCW) are included for the recovery technique of underground water pollution
Deng.PRB technologies need to be excavated largely, quantities is big, its active reaction wall easily occur obstruction, Replacement and Repair scheme difficulty it is big, repair
Multiple cost is higher, is only applicable to repair phreatic water.GCW technologies are limited by the hydrology-water quality condition of locality, and gravity is more than
The polluter treatment effect of water is little, and quantities is big, and operating cost is high, and later maintenance is difficult, only can be suitably used for repairing near-earth
The phreatic water of table.
Utility model content
The purpose of this utility model is to provide a kind of horizontal decontamination biology pipe for polluted underground water reparation, to solve
Existing groundwater remediation engineering amount is big, cost is high, is only capable of the technology difficult to phreatic water reparation, later maintenance asks
Topic.
The utility model is achieved in that a kind of horizontal decontamination biology pipe for polluted underground water reparation, the horizontal stroke
Managed to decontamination biology as the part in radial pattern polluted underground water repair system, the radial pattern polluted underground water repair system
Including：
Be laid in the vertical shaft that catchments in groundwater remediation region, the vertical shaft that catchments be deep to need to handle polluted underground water layer position with
Under；
The subset of cell channels of the inwall of the vertical shaft that catchments is opened in, the subset of cell channels is included with the axle of the same vertical shaft that catchments
Some horizontal holes being radially distributed centered on line；And
It is arranged in the subset of cell channels and for collecting underground water and to the transverse tube group of underground water decontamination, the transverse tube group bag
The horizontal decontamination biology pipe for being correspondingly arranged in each horizontal hole is included, the underground water after transverse tube group processing enters
The vertical shaft that catchments；
Wherein, the horizontal decontamination biology pipe is included from the outer tube, interior webmaster and filling inner core set gradually inside outside, institute
State filling inner core to be coated and be set in the pipeline of the outer tube by the interior webmaster, the outer tube opens up hole, described interior
Webmaster is tubular metallic mesh, and the packing material of the filling inner core is resin.
Horizontal decontamination biology pipe provided by the utility model for polluted underground water reparation, available for deep layer impurely under
The reparation of water.First, filling inner core is made in resin, after being handled by interior webmaster cladding, be placed in the outer tube for opening up hole, from
And the larger lenticular body of infiltration coefficient is formed, contribute to the polluted underground water of deep layer to penetrate into the horizontal decontamination biology pipe, and lead to
The microbial degradation pollutant of interception or growth in situ on the resin is crossed, so as to which microorganism further breeds, micro organism quantity
To exponentially it grow so that the degradation capability of pollutant is further improved, so as to realize the efficient removal effect of underground sewage.
Secondly, filling inner core is made in resin, after being handled by interior webmaster cladding, be placed in the outer tube for opening up hole, can
Strengthen underground water collecting effect, be easy to the installation and replacing of active material.
Again, the utility model makes full use of resin adsorption ability strong, and the advantage of ion exchange can be achieved, and realizes efficient
Polluted underground water in-situ treatment.
In addition, the horizontal decontamination biology pipe provided by the utility model for polluted underground water reparation overcomes permeability
Reaction wall (PRB) technology excavated volume is big, changes the defects of active material difficulty, greatly improves PRB reactions wall is susceptible to plugging and ask
Topic.The horizontal decontamination biology pipe installation difficulty provided by the utility model is small, and quantities is small, and installation cost is relatively low, later stage fortune
Row maintenance cost is low.
Brief description of the drawings
, below will be to embodiment or prior art in order to illustrate more clearly of the technical scheme in the embodiment of the utility model
The required accompanying drawing used is briefly described in description, it should be apparent that, drawings in the following description are only that this practicality is new
Some embodiments of type, for those of ordinary skill in the art, without having to pay creative labor, can be with
Other accompanying drawings are obtained according to these accompanying drawings.
Fig. 1 is the knot for the radial pattern polluted underground water repair system polluted underground water reparation that the utility model embodiment provides
Structure schematic diagram one；
Fig. 2 is the structural representation two for the radial pattern polluted underground water repair system that the utility model embodiment provides；
Fig. 3 be the utility model embodiment provide the horizontal decontamination biology pipe for polluted underground water reparation transversely
The schematic cross-section in decontamination biology length of tube direction；
Fig. 4 is the transverse cutting for the horizontal decontamination biology pipe for polluted underground water reparation that the utility model embodiment provides
Face schematic diagram；
Fig. 5 is the horizontal decontamination for polluted underground water reparation for being provided with water-carrying groove that the utility model embodiment provides
A kind of embodiment schematic cross-section of biological pipe；
Fig. 6 is the horizontal decontamination for polluted underground water reparation for being provided with water-carrying groove that the utility model embodiment provides
The another embodiment cross section structure schematic diagram of biological pipe；
Fig. 7 is the horizontal decontamination for polluted underground water reparation for being provided with water-carrying groove that the utility model embodiment provides
Another embodiment cross section structure schematic diagram of biological pipe；
Fig. 8 is that the horizontal decontamination biology for polluted underground water reparation that the utility model embodiment provides is managed, in filling
Schematic cross-section when core and outer tube diameter inscribe.
Wherein, each reference in figure：
| Horizontal decontamination biology pipe | 10 | Catchment vertical shaft | 20 |
| Horizontal hole | 30 | Outer tube | 11 |
| Hole | 111 | Interior webmaster | 12 |
| Fill inner core | 13 | Water-carrying groove | 14 |
Embodiment
In order that the technical problems to be solved in the utility model, technical scheme and beneficial effect are more clearly understood, below
In conjunction with the embodiments, the utility model is further elaborated.It should be appreciated that specific embodiment described herein is only
To explain the utility model, it is not used to limit the utility model.
It should be noted that when element is referred to as " being fixed on " or " being arranged at " another element, it can be directly another
On one element or it is connected on another element.When an element is known as " being connected to " another element, it can
To be directly to another element or be indirectly connected on another element.
It is to be appreciated that term " length ", " width ", " on ", " under ", "front", "rear", "left", "right", " vertical ",
The orientation or position relationship of the instruction such as " level ", " top ", " bottom " " interior ", " outer " are to be closed based on orientation shown in the drawings or position
System, it is for only for ease of and describes the utility model and simplified description, rather than the device or element of instruction or hint meaning is necessary
With specific orientation, with specific azimuth configuration and operation, therefore it is not intended that to limitation of the present utility model.
In addition, term " first ", " second " are only used for describing purpose, and it is not intended that instruction or hint relative importance
Or the implicit quantity for indicating indicated technical characteristic.Thus, define " first ", the feature of " second " can be expressed or
Implicitly include one or more this feature.In description of the present utility model, " multiple " are meant that two or two
More than, unless otherwise specifically defined.
With reference to Fig. 1-7, the utility model embodiment provides a kind of horizontal decontamination biology for polluted underground water reparation
Pipe 10, horizontal decontamination biology pipe 10 be radial pattern polluted underground water repair system in a part, the radial pattern impurely under
Water repair system includes：
Be laid in the vertical shaft 20 that catchments in groundwater remediation region, the vertical shaft 20 that catchments be deep to need to handle polluted underground water layer position with
Under；
Be opened in the subset of cell channels of the inwall for the vertical shaft 20 that catchments, the subset of cell channels include using the axis of the same vertical shaft 20 that catchments as
Some horizontal holes 30 that center is radially distributed；And
It is arranged in the subset of cell channels and for collecting underground water and to the transverse tube group of underground water decontamination, the transverse tube group bag
The horizontal decontamination biology pipe 10 for being correspondingly arranged in each horizontal hole 30 is included, the underground water after transverse tube group processing
Into the vertical shaft 20 that catchments；
Wherein, horizontal decontamination biology pipe 10 is made a living property management, including from outer tube 11, the and of interior webmaster 12 set gradually inside outside
Inner core 13 is filled, filling inner core 13 is coated and is set in the pipeline of outer tube 11 by interior webmaster 23, and outer tube 11 opens up hole
111, interior webmaster 12 is tubular metallic mesh, and the packing material of filling inner core 13 is resin, and the net of the tubular metallic mesh
Hole is less than the particle diameter of the resin.In the utility model embodiment, the structure of polluted underground water reparation is as shown in Figure 1, 2, horizontal
Decontamination biology pipe 10 transversely distinguish as shown in Figure 3, Figure 4 by the length direction of decontamination biology pipe 10 and horizontal sectional drawing.
In the utility model, the radial pattern polluted underground water repair system opens up subset of cell channels simultaneously in groundwater remediation region
Transverse tube group, transverse tube group and the collective effect of vertical shaft 20 of catchmenting are placed, underground water can greatly be increased and collect area, effectively improve ground
Lower water collects treatment effeciency, realizes that deep phreatic water in-situ immobilization is handled, accurate to control groundwater treatment elevation scope.Utilize collection
Water vertical shaft 20 combines the mode that horizontal transverse-pipe 10 collects underground water, and processing underground water mode is extracted instead of conventional tube gang of wells, can be big
Amount reduces feedwater vertical shaft quantity, reduces construction costs, reduces constructional difficulties and security risk.Overcome and discharge ground using pipe well group
The method of lower water is difficult to the processing elevation scope of accurate control underground water, and overcoming permeable reactive barrier can not be to deep phreatic water
The difficulty of reparation.The method for repairing polluted underground water using radial pattern arrangement horizontal transverse-pipe, engineering amount is small, low cost, water
Flat transverse tube 20 can collect processing underground water for a long time after being driven underground, and later stage operation and maintenance cost is low.
The vertical shaft 20 that catchments sets horizontal decontamination biology pipe 10 by horizontal hole 30, utilizes horizontal transverse-pipe 10 and the vertical shaft that catchments
20 collective effects are collected and handle underground water, avoid beating the construction risk that a large amount of sumps easily cause sump to cave in, construction
Security is improved.Wherein, horizontal decontamination biology pipe 10 has high surface infiltration ability and internal water passing capacity；And have
There is preferable anti-pressure ability and adapt to the ability of deformation；Horizontal decontamination biology pipe 10 is the big lenticular body of a water penetration in underground,
Subsurface flow collects when running into horizontal decontamination biology pipe 10 to it.Horizontal decontamination biology pipe 10 and the vertical shaft 20 that catchments collectively constitute
Underground stereo pipe network, collection processing polluted underground water is more efficient, realizes the efficient repair process to polluted underground water.Need
Bright, horizontal decontamination biology pipe 10 can be fully horizontal or be slightly tilted two states.
In a preferred embodiment, horizontal hole 30 has 2% to 3% gradient, is easy to horizontal decontamination biology pipe 10 to handle
Underground water afterwards enters the vertical shaft 20 that catchments.
Further, biology provided by the utility model manages the horizontal decontamination biology pipe 10 for polluted underground water reparation,
Reparation available for deep layer polluted underground water.First, filling inner core is made in resin, after being handled by the interior cladding of webmaster 12, be placed in
Open up in the outer tube 11 of hole 111, so as to form the larger lenticular body of infiltration coefficient, contribute to the polluted underground water of deep layer to ooze
Enter the horizontal decontamination biology pipe, and by the microbial degradation pollutant of interception or growth in situ on the resin, so as to micro-
Biological further breeding, micro organism quantity will exponentially grow so that the degradation capability of pollutant further be improved, so as to real
The efficient removal effect of existing underground sewage.
Secondly, filling inner core is made in resin, after being handled by the interior cladding of webmaster 12, is placed in the outer tube for opening up hole 111
In 11, underground water collecting effect can be strengthened, be easy to the installation and replacing of active material.
Again, the utility model makes full use of resin adsorption ability strong, and the advantage of ion exchange can be achieved, and realizes efficient
Polluted underground water in-situ treatment.
In addition, biology provided by the utility model is managed, overcome for the horizontal decontamination biology pipe of polluted underground water reparation can
Permeable coefficient tensor (PRB) technology excavated volume is big, changes the defects of active material difficulty, and it is easily stifled greatly to improve PRB reaction walls
The problem of plug.The horizontal decontamination biology pipe installation difficulty provided by the utility model is small, and quantities is small, and installation cost is relatively low,
Later stage operation and maintenance cost is low.
Specifically, in the utility model embodiment, outer tube 11 can select metal material outer tube 11, can also select organic
Macromolecule material outer tube 11, including but not limited to pvc pipe.Preferably, the thickness of outer tube 11 is 2-10mm, so as to be arranged on when it
When below level of ground water, its intensity is advantageously ensured that.Preferably, the internal diameter of outer tube 11 is 50-100mm, more preferably 80-
100mm.If the caliber of outer tube 11 is excessive, mechanical capacity is limited；If the caliber of outer tube 11 is too small, dirt-removing power is limited, and due to
Active repair material is easily saturated, and can cause frequently to change the trouble of active filler materials.
Further, outer tube 11 sets hole 111, so as to provide approach for the infiltration of deeper subsurface sewage.It is preferred that
, the aperture of hole 111 is 5-20mm, suitable pore size, not only improves the infiltration of deeper subsurface sewage, does not interfere with again
Intensity when outer tube 11 is laterally set below level of ground water.The shape of hole 111 does not limit clearly, including but not limited to round
It is shape, ellipse, square.Preferably, hole 111 is uniformly arranged on outer tube 11.
In the utility model embodiment, in order to ensure intensity of the outer tube 11 below level of ground water, while ensure underground dirt
Water is effectively penetrated into pipeline, it is preferred that adjacent hole 111 is at a distance of 5-6cm.If adjacent hole 111 is set at a distance of too closely
Hole 111 it is overstocked, then the intensity of outer tube 11 is too low, is not enough to bear to be arranged on intensity required when below level of ground water；If
Far apart, then the hole 111 set is excessively dilute for adjacent hole 111, and the efficiency that underground sewage penetrates into the pipeline of outer tube 11 is too low, difficult
To reach the effect for efficiently removing deeper subsurface pollutant.
In the utility model embodiment, horizontal decontamination biology pipe 10 includes the filling inner core being arranged in the pipeline of outer tube 11
13, filling inner core 13 is the material base for improving underground sewage clean effect.It can be an entirety to fill inner core 13, by Intranet
Pipe 12 is set in outer tube 11 after coating, and can also first independently form multiple filling inner core cladding sections coated by interior webmaster 12,
Each filling inner core cladding section is spliced to form to the filling inner core cladding for sewage disposal again.Of course it is to be understood that described fill out
Fill in inner core cladding, each fill between inner core coats section can retain certain spacing, such as adjacent filling inner core cladding section
Between at a distance of 0.1-20mm.
The utility model embodiment is using material of the resin as filling inner core 13, so as to penetrate into the ground of the pipeline of outer tube 11
Pollutant in lower sewage is adsorbed, and realizes decontamination processing.
Preferably, the resin is ion exchange resin, specifically, the ion exchange resin is to contain active function group
Network structure high-molecular polyelectrolyte.Wherein, the macromolecular scaffold of network structure can intercept the pollutant in sewage, enter
One step, ionic group of the pollutant that the active function group can be used in absorption effluent particularly with similar electric charge is handed over
Reaction is changed, realizes sewage purification.
Preferably, the particle diameter for filling resin in inner core 13 is 10.5-2mm, and the packed density of the resin is 0.35-
0.40g/ml.It should be appreciated that signified packed density herein, refer to the packed density of the filling region filled with resin.This reality
With in new embodiment, the particle diameter of the resin is unsuitable excessive or too small, if the particle diameter of the resin is excessive, packing material
Specific surface area is smaller, and the effect of microorganism colonization is limited, influences the dirt-removing power of biological pipe；If the particle diameter of the resin is too small,
It is easy to block in water environment, is unfavorable for the decontamination for underground sewage.In the utility model embodiment, suitable filling
Density, it is ensured that sewage successfully flows through filling inner core 13 and realizes the removal of pollutant.If the specifically, filling of resin
Density is too small, and the porosity of the filling region of resin is larger, by the clean effect of the larger biological pipe of weakening；If the filling of resin
Density is excessive, the porosity of the filling region of resin, then water flow efficiency is obstructed, and when the pollutant of retention increases, can
The underground water that can cause to penetrate into can not further circulate.As a kind of preferred embodiment, meeting the base of above-mentioned Particle size requirements
On plinth, the resin of big small particle can be mixed to composition filling inner core, specific preferable, the particle diameter of the resin of big particle diameter is 1.5-
2mm；The particle diameter of small particle resin is 0.5-1mm, and the mass ratio of the resin of the big particle diameter and the small particle resin is 0.2-
0.4：0.6-0.8, preferable inner core of filling can not only reduce cost, and while the adsorption capacity of more efficient is kept, can
To increase the water transmitting ability of whole inner core.As another preferred embodiment, the resin of different packed densities can be distinguished
It is coated in outer webmaster 12, forms filling inner core cladding section respectively, then each filling inner core cladding section is spliced to form for sewage
The filling inner core cladding of processing.Of course it is to be understood that in the filling inner core cladding, between each filling inner core cladding section
Certain spacing can be retained, at a distance of 0.1-20mm between such as adjacent filling inner core cladding section.
Preferably, the adsorbent and medicament being provided with the resin of inner core 13 for adsorbing poisonous and harmful substance are filled, from
And more efficiently collect and handle contaminated underground water body.Preferably, the adsorbent is polymeric sorbent, absorption effect
Fruit is good.
Further preferable, the biological pipe is provided with the water-carrying groove 14 along the biological length of tube direction extension, makes
Polluted underground water is obtained after resin filling region decontamination, is confluxed by water-carrying groove 14, into longitudinal sump 20.It is further excellent
Choosing, in order to ensure the loading of resin, so as to ensure clean effect, the cross-sectional area of water-carrying groove 14 is less than or equal to filling inner core
The 1/3 of 13 cross-sectional area.
The inside of biological pipe is arranged on, that is, fills inner core as a kind of specific preferred embodiment, such as Fig. 5, water-carrying groove 14
13 form hollow pipe, and webmaster 12 in the inner surface cladding of filling inner core 13.It is further preferred that water-carrying groove 14 is arranged on life
The middle of property management, so that the underground sewage for penetrating into outer tube 11 from different directions can pass through the fiber decontamination of uniform thickness
After processing, imported through water-carrying groove 14 in longitudinal sump 20.As another preferred embodiment, water-carrying groove 14 is arranged on inner tube
The outer surface for the filling inner core 13 that net 12 coats.During using horizontal decontamination biology pipe 10 so that water-carrying groove 14 is set down, so as to
The underground sewage penetrated into above transverse pipe in outer tube 11, after the decontamination processing of resin, imports the water-carrying groove 14 of lower end, flow to
In longitudinal sump 20.Setting form of the water-carrying groove 14 in filling inner core 13 outer surface that interior pipe network 12 coats does not limit strictly
It is fixed, it only need to retain certain water passage, can be situation shown in Fig. 6, Fig. 7, but not limited to this.
Certainly, as another embodiment, as shown in figure 8, filling inner core 13 is solid filling inner core 13, in filling
The diameter of core 13 is less than or equal to the 1/3 of the internal diameter of outer tube 11, and fills inner core 13 and the inscribe of outer tube 11.In use, filling inner core 13
The top of horizontal decontamination biology pipe 10 is in the point of contact of outer tube 11..
On the basis of above-described embodiment, it is preferred that space be present between interior webmaster 12 and outer tube 11, be advantageous to interior webmaster 12
The replacing of the filling inner core 13 of interior cladding, the ability that the lower water in pipeline other places enters in horizontal decontamination biology pipe can also be strengthened, i.e.,
Increase the water-collecting capacity of horizontal decontamination biology pipe.
In the utility model embodiment, when filling inner core 13 is directly filled into outer tube 11, be not only inconvenient to fill, and
And be inconvenient to change packing material.Importantly, packing material may be lost in from the hole 111 of outer tube 11, cause to fill out
Fill inner core 13 and lose clean effect.In view of this, in the utility model embodiment, filling inner core 13 is coated to tubular metallic mesh
After in 12, it is set in the pipeline of outer tube 11.
Preferably, in order to avoid filament passes through tubular metallic mesh 12, the mesh size of tubular metallic mesh 12 is
0.1-5mm, more preferably 0.45-2mm.In the utility model embodiment, the material of tubular metallic mesh 12 does not limit clearly,
Iron wire, aluminium wire etc. can be used to be made, it is preferred that tubular metallic mesh 12 is made up of iron wire, and the tubulose wire netting of formation is not only
With suitable intensity, when filling in 11 pipeline of outer tube after having coated packing material, it is ensured that preferable intensity；Meanwhile iron
Silk cost is cheap, helps to reduce cost.
On the basis of above-described embodiment, it is further preferred that the outer surface of outer tube 11 coats one layer of loaded filter, for stopping
The solids such as sandstone, so as to extend the use of filling inner core 13.Loaded filter is geotextile layer or fibrous layer, and the thickness of loaded filter is
1-8mm, to avoid the blocked up underground sewage that is unfavorable for of loaded filter thickness from penetrating into the pipeline of outer tube 11.
Preferred embodiment of the present utility model is these are only, it is all in this practicality not to limit the utility model
All any modification, equivalent and improvement made within new spirit and principle etc., should be included in guarantor of the present utility model
Within the scope of shield.
Claims (8)
1. a kind of horizontal decontamination biology pipe for polluted underground water reparation, it is characterised in that the horizontal decontamination biology pipe is
A part in radial pattern polluted underground water repair system, the radial pattern polluted underground water repair system include：
The vertical shaft that catchments in groundwater remediation region is laid in, the vertical shaft that catchments, which is deep to, need to be handled below polluted underground water layer position；
Be opened in the subset of cell channels of the inwall of the vertical shaft that catchments, the subset of cell channels include using the axis of the same vertical shaft that catchments as
Some horizontal holes that center is radially distributed；And
It is arranged in the subset of cell channels and for collecting underground water and to the transverse tube group of underground water decontamination, the transverse tube group includes pair
The horizontal decontamination biology that each horizontal hole should be arranged at is managed, described in the underground water entrance after transverse tube group processing
Catchment vertical shaft；
Wherein, the horizontal decontamination biology pipe is included from the outer tube, interior webmaster and filling inner core set gradually inside outside, described to fill out
Fill inner core to be coated and be set in the pipeline of the outer tube by the interior webmaster, the outer tube opens up hole, the interior webmaster
For tubular metallic mesh, the packing material of the filling inner core is resin.
2. the horizontal decontamination biology pipe for polluted underground water reparation as claimed in claim 1, it is characterised in that the resin
For ion exchange resin.
3. the horizontal decontamination biology pipe for polluted underground water reparation as claimed in claim 1, it is characterised in that described hole
Aperture be 10-20mm；And/or
Adjacent described hole is at a distance of 5-6cm.
4. the horizontal decontamination biology pipe for polluted underground water reparation as claimed in claim 1, it is characterised in that the transverse direction
Decontamination biology pipe is provided with the water-carrying groove along the horizontal decontamination biology length of tube direction extension.
5. the horizontal decontamination biology pipe for polluted underground water reparation as described in claim any one of 1-4, it is characterised in that
Space be present between the interior webmaster and the outer tube.
6. the horizontal decontamination biology pipe for polluted underground water reparation as described in claim any one of 1-4, it is characterised in that
The mesh size of the tubular metallic mesh is 0.45-2mm.
7. the horizontal decontamination biology pipe for polluted underground water reparation as described in claim any one of 1-4, its feature exist
In the outer tube outer surface coats one layer of loaded filter.
8. the horizontal decontamination biology pipe for polluted underground water reparation as described in claim any one of 1-4, it is characterised in that
The internal diameter of the outer tube is 80-100mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721516961.3U CN207108552U (en) | 2017-11-14 | 2017-11-14 | Horizontal decontamination biology pipe for polluted underground water reparation |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721516961.3U CN207108552U (en) | 2017-11-14 | 2017-11-14 | Horizontal decontamination biology pipe for polluted underground water reparation |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207108552U true CN207108552U (en) | 2018-03-16 |
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ID=61587456
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721516961.3U Active CN207108552U (en) | 2017-11-14 | 2017-11-14 | Horizontal decontamination biology pipe for polluted underground water reparation |
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| Country | Link |
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| CN (1) | CN207108552U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107986450A (en) * | 2017-11-14 | 2018-05-04 | 中电建水环境治理技术有限公司 | Horizontal decontamination biology pipe for polluted underground water reparation |
-
2017
- 2017-11-14 CN CN201721516961.3U patent/CN207108552U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107986450A (en) * | 2017-11-14 | 2018-05-04 | 中电建水环境治理技术有限公司 | Horizontal decontamination biology pipe for polluted underground water reparation |
| CN107986450B (en) * | 2017-11-14 | 2023-11-28 | 中电建生态环境集团有限公司 | Transverse decontamination biological tube for repairing polluted underground water |
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