CN113634590A - Geological soil restoration treatment system - Google Patents

Geological soil restoration treatment system Download PDF

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Publication number
CN113634590A
CN113634590A CN202110930699.1A CN202110930699A CN113634590A CN 113634590 A CN113634590 A CN 113634590A CN 202110930699 A CN202110930699 A CN 202110930699A CN 113634590 A CN113634590 A CN 113634590A
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CN
China
Prior art keywords
pipe
infiltration
soil
extension pipe
connecting piece
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Pending
Application number
CN202110930699.1A
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Chinese (zh)
Inventor
田文滨
房志敏
高祥
汪勉涛
戴彦杰
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Mingda Ocean Engineering Co ltd
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Mingda Ocean Engineering Co ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Mingda Ocean Engineering Co ltd filed Critical Mingda Ocean Engineering Co ltd
Priority to CN202110930699.1A priority Critical patent/CN113634590A/en
Publication of CN113634590A publication Critical patent/CN113634590A/en
Pending legal-status Critical Current

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    • BPERFORMING OPERATIONS; TRANSPORTING
    • B09DISPOSAL OF SOLID WASTE; RECLAMATION OF CONTAMINATED SOIL
    • B09CRECLAMATION OF CONTAMINATED SOIL
    • B09C1/00Reclamation of contaminated soil
    • B09C1/08Reclamation of contaminated soil chemically
    • AHUMAN NECESSITIES
    • A01AGRICULTURE; FORESTRY; ANIMAL HUSBANDRY; HUNTING; TRAPPING; FISHING
    • A01BSOIL WORKING IN AGRICULTURE OR FORESTRY; PARTS, DETAILS, OR ACCESSORIES OF AGRICULTURAL MACHINES OR IMPLEMENTS, IN GENERAL
    • A01B77/00Machines for lifting and treating soil
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B09DISPOSAL OF SOLID WASTE; RECLAMATION OF CONTAMINATED SOIL
    • B09CRECLAMATION OF CONTAMINATED SOIL
    • B09C2101/00In situ

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  • Life Sciences & Earth Sciences (AREA)
  • Soil Sciences (AREA)
  • Engineering & Computer Science (AREA)
  • Environmental & Geological Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Environmental Sciences (AREA)
  • Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)

Abstract

The utility model relates to a geological soil repairing system, it includes at least one infiltration device down, the infiltration device includes connecting piece and at least one infiltration subassembly down, the subassembly that oozes down is including setting up the lower pipe and the extension pipe of installation on the pipe that oozes down on the connecting piece, be provided with on the connecting piece and hold the chamber, ooze the pipe down and hold the chamber intercommunication, be connected with the liquid supply device who is used for providing soil amendment for holding the chamber on the connecting piece. This application has the effect of being convenient for sneak into soil with soil amendment in the soil.

Description

Geological soil restoration treatment system
Technical Field
The application relates to the field of geological environment construction, in particular to a geological soil restoration treatment system.
Background
Soil remediation refers to the physical, chemical or biological process of transferring, absorbing, degrading or converting pollutants in soil to reduce their concentration to acceptable levels, or to convert toxic and harmful pollutants to harmless materials. Wherein, the chemical remediation method is to add a modifier into the soil, and reduce the bioavailability of the heavy metal through the adsorption, redox, antagonism or precipitation action of the heavy metal.
At present, the use method of the soil conditioner is generally as follows: firstly, soil is ploughed shallowly, then the conditioner is put into the soil, and the soil and the conditioner are mixed manually.
In view of the above-described related art, the inventors consider that the following drawbacks exist: it is troublesome to mix soil conditioner into soil manually.
Disclosure of Invention
In order to facilitate mixing soil improvement agent in soil, the application provides a geological soil remediation processing system.
The application provides a geological soil restoration processing system adopts following technical scheme:
geological soil repairing system, including at least one infiltration device down, the infiltration device includes connecting piece and at least one infiltration subassembly down, the subassembly that infiltrates down is including setting up the lower infiltration pipe on the connecting piece and installing the extension pipe on infiltration pipe down, be provided with on the connecting piece and hold the chamber, infiltration pipe and holding the chamber intercommunication down, be connected with the liquid supply device who is used for providing soil amendment for holding the chamber on the connecting piece.
Through adopting above-mentioned technical scheme, supply the liquid device to be used for providing liquid soil amendment to holding the intracavity, will ooze the subassembly underground down, hold the soil amendment of intracavity and through oozing the pipe under and in the extension pipe directly permeates soil, soil amendment is changeed and is mixed with soil, and the extension pipe can prolong the area of contact of soil amendment and soil to the increase is to soil restoration processing's scope.
Optionally, the extension pipe thread is arranged in the infiltration pipe in a penetrating mode, and a rotating assembly used for driving the extension pipe to rotate is arranged on the infiltration pipe.
By adopting the technical scheme, the extension pipe can be moved relative to the infiltration pipe by rotating the extension pipe by a user, the infiltration range of the soil conditioner is adjusted by adjusting the total length of the extension pipe and the infiltration pipe, and the user can control the soil restoration range more conveniently; the rotating component is convenient for a user to control the extension pipe to rotate.
Optionally, one side of the extension pipe, which is far away from the infiltration pipe, is provided with a drilling piece, and the cross section of the drilling piece along the extension pipe relative to the movement direction of the infiltration pipe is gradually reduced along the direction far away from the extension pipe.
Through adopting above-mentioned technical scheme, when the user of service controls the extension pipe through rotating assembly and when the direction of keeping away from infiltration pipe down removed, the extension pipe can take place to rotate simultaneously, through set up the drilling piece on the extension pipe, and the drilling piece reduces along the direction of keeping away from the extension pipe gradually, and the extension pipe of being more convenient for removes to the direction of keeping away from infiltration pipe down.
Optionally, the rotating assembly comprises a driven gear rotatably mounted on the lower infiltration pipe, a limiting block is arranged on the driven gear, and a limiting groove in sliding fit with the limiting block is formed in the extension pipe.
Through adopting above-mentioned technical scheme, driven gear passes through stopper and extension union coupling, can make driven gear drive extension pipe and rotate, does not hinder extension pipe simultaneously and oozes the pipe removal relatively down, and driven gear rotates and drives extension pipe and rotate to adjust the position that the extension pipe oozes the pipe relatively down.
Optionally, the rotating assembly further comprises a driving gear rotatably mounted on the lower infiltration pipe and a driving member for driving the driving gear to rotate, the driving gear is meshed with the driven gear, and the driving member is mounted on the lower infiltration pipe.
By adopting the technical scheme, the driving gear is arranged, and the driving gear is meshed with the driven gear, so that the force application direction required by rotating the driven gear is changed, and the driven gear is convenient to mount; through setting up the driving piece to thereby the user of service controls the driving gear and controls driven gear and rotate.
Optionally, the infiltration component is arranged on the connecting piece at intervals.
Through adopting above-mentioned technical scheme, through will ooze the subassembly down and set up a plurality ofly on the connecting piece, a plurality of ooze the pipe and the extension pipe is simultaneously pour into soil amendment into soil down, and soil amendment is wider with the area of contact of soil, and is better to the restoration treatment effect of soil.
Optionally, a protective shell is arranged on the outer side of the rotating assembly, and the protective shell is mounted on the lower infiltration pipe.
Through adopting above-mentioned technical scheme, the runner assembly is located the protective housing, and the protective housing can play the isolation effect between soil and runner assembly, reduces the influence of soil to the protective housing normal operating.
Optionally, a plurality of lower infiltration holes are formed in the lower infiltration pipe and the extension pipe, and the plurality of lower infiltration holes are distributed on the lower infiltration pipe and the extension pipe at intervals.
Through adopting above-mentioned technical scheme, infiltration pipe and extension pipe bury underground, and the infiltration hole is outwards flowed under the soil amendment accessible on infiltration pipe and the extension pipe to in the infiltration soil, through setting up a plurality of infiltration holes down, in order to increase the contact point of soil amendment and soil, make the restoration to soil handle more evenly.
Optionally, the infiltration device is provided with a plurality ofly, a plurality ofly infiltration device all with supply liquid device intercommunication.
By adopting the technical scheme, the soil area to be repaired is provided with the infiltration devices in corresponding quantity according to the needs, and the plurality of infiltration devices are respectively connected with the liquid supply device, so that the soil with different areas is repaired.
Optionally, the liquid supply device comprises a liquid pumping part and a liquid inlet pipe communicated with the accommodating cavity, an outlet of the liquid pumping part is communicated with the liquid inlet pipe, and a liquid storage tank is arranged at an inlet of the liquid pumping part.
Through adopting above-mentioned technical scheme, the liquid reserve tank is used for storing liquid soil amendment, and the soil amendment in the liquid reserve tank is carried to the intracavity that holds of each connecting piece respectively through the feed liquor pipe to the drawing liquid spare, then by the lower ooze pipe of connection on the connecting piece with the extension pipe pour into soil into to the completion is to the repairing of soil.
In summary, the present application includes at least one of the following beneficial technical effects:
1. the infiltration component is buried underground, and the soil conditioner in the containing cavity directly infiltrates into the soil through the infiltration pipe and the extension pipe under the action of the liquid supply device, so that the soil conditioner and the soil are fully mixed, and the soil is repaired;
2. by arranging the rotating assembly, the driving part can drive the driving gear to drive the driven gear to rotate, so that the extension pipe is driven to rotate, the total length of the extension pipe and the infiltration pipe is adjusted, the infiltration range of the soil conditioner is adjusted, and the soil remediation range can be controlled by a user conveniently;
3. through setting up the multiunit and oozing the device down, start the drawing liquid spare and can carry the liquid soil amendment in the liquid reserve tank to the intracavity that holds of a plurality of connecting pieces simultaneously to ooze the hole injection soil down on pipe and the extension pipe through a plurality of down, thereby carry out repairing to soil.
Drawings
Fig. 1 is a schematic overall structure diagram of a geological soil remediation system according to an embodiment of the present application.
Figure 2 is a schematic view of the structure of an infiltration apparatus according to the embodiments of the present application.
Fig. 3 is a schematic structural diagram of a rotating assembly in the embodiment of the present application (the protective shell is removed).
FIG. 4 is a schematic view of the junction of the rotating assembly and the infiltration assembly in an embodiment of the present application.
Reference numerals: 1. a liquid supply device; 11. a liquid storage tank; 12. a liquid extraction piece; 13. a liquid inlet pipe; 14. a branch pipe; 2. a connecting member; 3. a infiltration assembly; 31. downward infiltration pipe; 32. an extension tube; 321. a limiting groove; 33. downward seeping holes; 4. a rotating assembly; 41. a driving gear; 42. a driven gear; 43. a drive member; 44. a connecting ring; 441. rotating the groove; 45. rotating the ring; 46. mounting a plate; 5. a limiting block; 6. a protective shell; 7. drilling a piece; 71. a cylindrical portion; 72. a tapered portion; 721. and (6) drilling a groove.
Detailed Description
The present application is described in further detail below with reference to figures 1-4.
The embodiment of the application discloses a geological soil repairing system. Referring to fig. 1, geology soil restoration processing system includes infiltration device and supplies liquid device 1, and the soil amendment is liquid in this embodiment, supplies liquid device 1 to be used for providing liquid soil amendment for the infiltration device, and the infiltration device is arranged in injecting soil amendment into soil for soil amendment and soil intensive mixing, thereby the completion is to the restoration of soil and is handled.
Referring to fig. 1 and 2, a plurality of groups of infiltration devices, only six groups of which are shown in the embodiment, may be provided according to the area of soil to be repaired, and the infiltration devices include a connecting member 2 and an infiltration assembly 3 provided on the connecting member 2. The connecting piece 2 is in a cylindrical closed cavity structure, and the inner cavity of the connecting piece 2 is an accommodating cavity; the axis of the connecting member 2 is perpendicular to the ground, and the connecting member 2 is partly located underground and partly located above the ground in order to connect the connecting member 2 to the liquid supply device 1. The liquid supply device 1 comprises a liquid storage tank 11, a liquid pumping part 12 and a liquid inlet pipe 13, wherein the liquid storage tank 11 is of a rectangular cavity structure and is fixedly placed on the ground; in this embodiment, the liquid pumping part 12 is a pump body fixedly mounted on the ground, an inlet of the pump body is communicated with the liquid storage tank 11 through a pipeline, an outlet of the pump body is communicated with the liquid inlet pipe 13, and the liquid inlet pipe 13 is made of a hard circular pipe.
Referring to fig. 1, six groups of infiltration devices are arranged in two rows and three columns, the upper end face of the connecting piece 2 is connected with branch pipes 14, the branch pipes 14 are made of hard round pipes, the liquid inlet pipe 13 is U-shaped, two parallel sides of the U-shaped are respectively connected with the six branch pipes 14 in a welding mode, the middle side of the U-shaped liquid inlet pipe 13 is close to the liquid pumping piece 12 and is communicated with an outlet of the liquid pumping piece 12 through a pipeline, so that the six branch pipes 14 are communicated with the outlet of the liquid pumping piece 12 through the liquid inlet pipe 13, and the liquid pumping piece 12 can input the liquid soil conditioner in the liquid storage tank 11 into the connecting piece 2.
Referring to fig. 2, each connecting piece 2 is correspondingly provided with a plurality of infiltration assemblies 3, the plurality of infiltration assemblies 3 are uniformly arranged at intervals along the circumferential direction of the connecting piece 2, the plurality of infiltration assemblies 3 distributed along the circumferential direction of the connecting piece 2 are a group, the infiltration assemblies 3 can be used for repairing the soil depth according to needs and a plurality of groups are arranged along the vertical direction by taking the group as a unit, two groups of infiltration assemblies 3 adjacent to each other in the vertical direction are arranged in a staggered manner, namely, the projection of the upper infiltration assembly 3 on the ground is positioned between two infiltration assemblies 3 adjacent to each other below; two sets of infiltration subassemblies 3 are arranged along the vertical direction in the embodiment, each set comprises five infiltration subassemblies 3, and the infiltration subassemblies 3 are installed at the position of the connecting piece 2 under the ground.
Referring to fig. 2, the infiltration assembly 3 comprises an infiltration pipe 31 and an extension pipe 32, the infiltration pipe 31 is in a circular pipe shape, the diameter of the infiltration pipe 31 is smaller than that of the connecting piece 2, the axis of the infiltration pipe 31 is perpendicular to and intersected with that of the connecting piece 2, and one end of the infiltration pipe 31 is welded on the connecting piece 2 and is communicated with the connecting piece 2. Extension pipe 32 also is the pipe form, and with oozing down the coaxial setting of pipe 31, is provided with the external screw thread on the extension pipe 32 lateral wall, oozes down the pipe 31 inside wall be provided with extension pipe 32 on the external screw thread matched with internal thread, extension pipe 32 is penetrated to establish under by oozing down the pipe 31 one end screw thread of keeping away from connecting piece 2 and is oozed in the pipe 31, rotates extension pipe 32 and can make extension pipe 32 ooze the pipe 31 and go up relative movement down.
Referring to fig. 2 and 3, the infiltration pipe 31 and the extension pipe 32 are both provided with infiltration holes 33, the infiltration holes 33 are circular through holes, and the infiltration holes 33 are uniformly distributed on the side walls of the infiltration pipe 31 and the extension pipe 32 at intervals; under the action of the pump pumping part 12, soil conditioner enters the connecting part 2, then enters the soil through the lower seepage holes 33 on the lower seepage pipe 31 and the extension pipe 32, and is mixed with the soil, so that the soil is repaired; the penetration area of the soil amendment in the soil can be increased by providing the extension pipe 32.
Referring to fig. 3 and 4, in order to facilitate adjustment of the overall length of the extension pipe 32 and the infiltration pipe 31, a rotation assembly 4 for controlling the rotation of the extension pipe 32 is provided on the infiltration pipe 31. The rotating assembly 4 comprises a driving gear 41, a driven gear 42 and a driving piece 43, wherein the driving gear 41 and the driven gear 42 are both straight toothed spur gears; the end surface of the infiltration pipe 31 far away from the connecting piece 2 is integrally provided with a connecting ring 44, the connecting ring 44 is in a circular plate shape and is coaxially provided with a through hole, and the connecting ring 44 and the infiltration pipe 31 are coaxially arranged; the end surface of the connecting ring 44, which is far away from the connecting piece 2, is provided with a rotating groove 441, the rotating groove 441 is a circular groove, a rotating ring 45 is rotationally matched in the rotating groove 441, the rotating ring 45 is circular, and the cross section of the rotating ring 45 along the axis of the rotating ring is L-shaped, so that the rotating ring 45 is prevented from being separated from the rotating groove 441; the driven gear 42 is positioned on one side of the lower infiltration pipe 31 far away from the connecting piece 2 and is coaxially arranged with the lower infiltration pipe 31, the end surface of the rotating ring 45 far away from the rotating groove 441 is attached to the end surface of the driven gear 42 near the lower infiltration pipe 31, the rotating ring 45 and the lower infiltration pipe 31 are mutually fixed through bolts, and therefore the driven gear 42 is rotatably installed on the connecting ring 44 through the rotating ring 45.
Referring to fig. 3 and 4, driven gear 42 is coaxially sleeved on extension pipe 32, three stopper 5 is integrally arranged on the inner side wall of driven gear 42, stopper 5 is rectangular, one side surface of stopper 5 is attached to the inner side wall of driven gear 42, stopper 5 is the same with driven gear 42 along the axial thickness of self along the axial width of driven gear 42, and three stoppers 5 are uniformly arranged at intervals along the circumferential direction of driven gear 42. The extension pipe 32 is provided with three limiting grooves 321 for the limiting blocks 5 to slide, the limiting grooves 321 are formed in the outer side wall of the extension pipe 32 along the length direction of the extension pipe 32, and the three limiting grooves 321 are respectively arranged corresponding to the three limiting blocks 5; the cross section of the limiting groove 321 is Contraband-shaped, the Contraband-shaped opening faces away from the axis of the extension pipe 32, the limiting block 5 is embedded in the limiting groove 321 in a sliding mode, the driven gear 42 is rotated to drive the extension pipe 32 to rotate, and the extension pipe 32 moves along the length direction under the effect of threaded connection of the extension pipe 32 and the infiltration pipe 31.
Referring to fig. 3 and 4, the driving gear 41 is installed above the driven gear 42 and meshed with the driven gear 42, the mounting plate 46 is welded above the outer side wall of the infiltration pipe 31, the mounting plate 46 is rectangular plate-shaped, and the plate surface is perpendicular to the axis of the infiltration pipe 31; in this embodiment, the driving member 43 selects a motor, the motor is installed on the surface of the mounting plate 46 close to the connecting member 2 through a bolt, the output shaft of the motor passes through the mounting plate 46, the coaxial fixation is arranged on the driving gear 41 in a penetrating manner, and the starting motor can drive the driving gear 41 to drive the driven gear 42 to rotate.
Referring to fig. 2 and 3, in order to reduce the damage of soil to the rotating assembly 4, a protective shell 6 is covered on the outer side of the rotating assembly 4, the protective shell 6 is in a rectangular cavity structure, one side wall of the protective shell is perpendicular to the axis of the infiltration pipe 31, the infiltration pipe 31 penetrates through the side wall of the protective shell 6 close to the connecting piece 2 and is fixedly connected with the protective shell 6 in a welding manner, and the end part of the infiltration pipe 31 far away from the connecting piece 2 is positioned in the protective shell 6; the extension pipe 32 is arranged on the side wall of the protective shell 6 far away from the connecting piece 2 in a penetrating way, and two side walls of the protective shell 6 vertical to the axis of the infiltration pipe 31 are provided with round through holes for the infiltration pipe 31 and the extension pipe 32 to pass through. The rotating assembly 4 is buried underground, and by arranging the protective shell 6, the possibility that the rotating assembly 4 is in contact with soil can be reduced, and the service life of the rotating assembly 4 is prolonged.
Referring to fig. 2 and 3, in order to facilitate the extension pipe 32 to move in the direction away from the connecting member 2, a drilling member 7 is disposed on the end surface of the extension pipe 32 away from the lower infiltration pipe 31, the drilling member 7 includes a cylindrical portion 71 and a tapered portion 72, the cylindrical portion 71 is cylindrical and disposed coaxially with the extension pipe 32, the end surface of the cylindrical portion 71 close to the extension pipe 32 is attached to the end surface of the extension pipe 32 away from the connecting pipe and fixed on the extension pipe 32 in a welding manner, and the cylindrical portion 71 can block the end of the extension pipe 32; the conical part 72 is cylindrical, the large end of the conical part 72 faces the cylindrical part 71 and is coaxially and integrally arranged with the cylindrical part 71, a drill slot 721 is formed in the outer side wall of the conical part 72, the drill slot 721 is wound on the outer side of the conical part 72 along a conical spiral line, and the spiral line along which the drill slot 721 is wound is coaxial with the conical part 72 and is matched with the conical degree of the conical part 72; when the extension pipe 32 rotates relative to the infiltration pipe 31 and moves towards the direction far away from the connecting piece 2, the drilling piece 7 can play a drilling role, so that the extension pipe 32 moves towards the direction far away from the infiltration pipe 31 more labor-saving.
The implementation principle of the geological soil restoration treatment system in the embodiment of the application is as follows: firstly, a proper amount of infiltration devices are buried underground by constructors, the length of the extension pipe 32 which needs to extend towards the direction far away from the connecting piece 2 is determined according to the soil condition of soil, then the driving piece 43 is started, the driving gear 41 drives the driven gear 42 to rotate, and further drives the extension pipe 32 to rotate, and the extension pipe 32 is connected with the infiltration pipe 31 through threads, so that the extension pipe 32 moves towards the direction far away from the infiltration pipe 31, and the contact range of the infiltration pipe 31 and the soil is enlarged; then, the liquid pumping part 12 is started, the liquid soil conditioner in the liquid storage tank 11 enters the liquid inlet pipe 13, then enters the lower seepage pipe 31 and the extension pipe 32 through the connecting part 2, and enters the soil through the lower seepage holes 33, and the liquid soil conditioner can better permeate the soil; the geological soil restoration treatment system can be started for many times by detecting the soil regularly and recording the restoration condition of the soil so as to restore the soil thoroughly.
The above embodiments are preferred embodiments of the present application, and the protection scope of the present application is not limited by the above embodiments, so: all equivalent changes made according to the structure, shape and principle of the present application shall be covered by the protection scope of the present application.

Claims (10)

1. Geological soil restoration processing system, its characterized in that: including at least one infiltration device down, the infiltration device includes connecting piece (2) and at least one infiltration subassembly (3) down, infiltration subassembly (3) down is including setting up lower infiltration pipe (31) on connecting piece (2) and installing extension pipe (32) on infiltration pipe (31) down, be provided with on connecting piece (2) and hold the chamber, infiltration pipe (31) and hold the chamber intercommunication down, be connected with on connecting piece (2) and be used for providing liquid supply device (1) of soil improvement agent for holding the chamber.
2. The geological soil remediation treatment system of claim 1, wherein: the extension pipe (32) is threaded in the lower seeping pipe (31), and a rotating assembly (4) used for driving the extension pipe (32) to rotate is arranged on the lower seeping pipe (31).
3. The geological soil remediation treatment system of claim 2, wherein: one side of the extension pipe (32) far away from the lower infiltration pipe (31) is provided with a drilling part (7), and the cross section of the extension pipe (32) relative to the moving direction of the lower infiltration pipe (31) is gradually reduced along the direction far away from the extension pipe (32) along the drilling part (7).
4. The geological soil remediation treatment system of claim 2, wherein: the rotating assembly (4) comprises a driven gear (42) rotatably mounted on the lower infiltration pipe (31), a limiting block (5) is arranged on the driven gear (42), and a limiting groove (321) in sliding fit with the limiting block (5) is formed in the extension pipe (32).
5. The geological soil remediation treatment system of claim 4, wherein: the rotating assembly (4) further comprises a driving gear (41) rotatably mounted on the lower infiltration pipe (31) and a driving piece (43) used for driving the driving gear (41) to rotate, the driving gear (41) is meshed with the driven gear (42), and the driving piece (43) is mounted on the lower infiltration pipe (31).
6. The geological soil remediation system of any one of claims 1-5, wherein: the infiltration component (3) is arranged on the connecting piece (2) at intervals.
7. The geological soil remediation treatment system of claim 2, wherein: a protective shell (6) is arranged on the outer side of the rotating assembly (4), and the protective shell (6) is installed on the lower seepage pipe (31).
8. The geological soil remediation treatment system of claim 1, wherein: a plurality of lower infiltration holes (33) are formed in the lower infiltration pipe (31) and the extension pipe (32), and the lower infiltration holes (33) are distributed on the lower infiltration pipe (31) and the extension pipe (32) at intervals.
9. The geological soil remediation treatment system of claim 1, wherein: the infiltration device is provided with a plurality of, and a plurality of infiltration devices all communicate with supply liquid device (1).
10. The geological soil remediation treatment system of claim 1, wherein: the liquid supply device (1) comprises a liquid pumping part (12) and a liquid inlet pipe (13) communicated with the containing cavity, the outlet of the liquid pumping part (12) is communicated with the liquid inlet pipe (13), and a liquid storage tank (11) is arranged at the inlet of the liquid pumping part (12).
CN202110930699.1A 2021-08-13 2021-08-13 Geological soil restoration treatment system Pending CN113634590A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202110930699.1A CN113634590A (en) 2021-08-13 2021-08-13 Geological soil restoration treatment system

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202110930699.1A CN113634590A (en) 2021-08-13 2021-08-13 Geological soil restoration treatment system

Publications (1)

Publication Number Publication Date
CN113634590A true CN113634590A (en) 2021-11-12

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Citations (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20070012609A1 (en) * 2005-07-14 2007-01-18 Beneterra, Llc System and method for dispersing of coal bed sodic water
CN105964666A (en) * 2016-05-24 2016-09-28 北京建工环境修复股份有限公司 Soil restoration method
CN208825196U (en) * 2018-09-19 2019-05-07 广西诺世泰环保科技有限公司 Agricultural soil remediation device
CN109909286A (en) * 2019-03-19 2019-06-21 泰顺县王日飞家庭农场 A kind of agricultural soil remediation device
CN110404957A (en) * 2019-08-26 2019-11-05 东阳市善水环境工程有限公司 Soil remediation administers device
CN111482455A (en) * 2020-05-26 2020-08-04 周红如 Insertion type soil microbial remediation device and method for petroleum-polluted soil
CN111940484A (en) * 2020-06-12 2020-11-17 生态环境部南京环境科学研究所 Horizontal permeable reactive barrier for soil remediation
CN212093707U (en) * 2020-05-08 2020-12-08 重庆德润新邦环境修复有限公司 Portable soil pollution is prosthetic devices on spot
CN212397626U (en) * 2020-02-27 2021-01-26 青岛瑞源工程集团有限公司 Drawer type mountain soil pre-embedding device

Patent Citations (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20070012609A1 (en) * 2005-07-14 2007-01-18 Beneterra, Llc System and method for dispersing of coal bed sodic water
CN105964666A (en) * 2016-05-24 2016-09-28 北京建工环境修复股份有限公司 Soil restoration method
CN208825196U (en) * 2018-09-19 2019-05-07 广西诺世泰环保科技有限公司 Agricultural soil remediation device
CN109909286A (en) * 2019-03-19 2019-06-21 泰顺县王日飞家庭农场 A kind of agricultural soil remediation device
CN110404957A (en) * 2019-08-26 2019-11-05 东阳市善水环境工程有限公司 Soil remediation administers device
CN212397626U (en) * 2020-02-27 2021-01-26 青岛瑞源工程集团有限公司 Drawer type mountain soil pre-embedding device
CN212093707U (en) * 2020-05-08 2020-12-08 重庆德润新邦环境修复有限公司 Portable soil pollution is prosthetic devices on spot
CN111482455A (en) * 2020-05-26 2020-08-04 周红如 Insertion type soil microbial remediation device and method for petroleum-polluted soil
CN111940484A (en) * 2020-06-12 2020-11-17 生态环境部南京环境科学研究所 Horizontal permeable reactive barrier for soil remediation

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Application publication date: 20211112