CN203655249U - In-situ leaching uranium mining process well - Google Patents
In-situ leaching uranium mining process well Download PDFInfo
- Publication number
- CN203655249U CN203655249U CN201320861468.0U CN201320861468U CN203655249U CN 203655249 U CN203655249 U CN 203655249U CN 201320861468 U CN201320861468 U CN 201320861468U CN 203655249 U CN203655249 U CN 203655249U
- Authority
- CN
- China
- Prior art keywords
- annulus
- casing
- cement sheath
- sleeve pipe
- pvc
- Prior art date
- Legal status (The legal status 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 status listed.)
- Expired - Lifetime
Links
- 229910052770 Uranium Inorganic materials 0.000 title claims abstract description 23
- JFALSRSLKYAFGM-UHFFFAOYSA-N uranium(0) Chemical compound [U] JFALSRSLKYAFGM-UHFFFAOYSA-N 0.000 title claims abstract description 23
- 238000000034 method Methods 0.000 title claims abstract description 16
- 238000005065 mining Methods 0.000 title abstract description 13
- 238000002386 leaching Methods 0.000 title abstract description 8
- 238000011065 in-situ storage Methods 0.000 title abstract description 5
- 239000004568 cement Substances 0.000 claims abstract description 19
- 238000007789 sealing Methods 0.000 claims abstract description 13
- 238000007598 dipping method Methods 0.000 claims description 10
- 239000011435 rock Substances 0.000 abstract description 4
- 239000007788 liquid Substances 0.000 abstract description 3
- 230000009286 beneficial effect Effects 0.000 abstract description 2
- 229920000915 polyvinyl chloride Polymers 0.000 abstract 6
- 239000004800 polyvinyl chloride Substances 0.000 abstract 6
- 230000008595 infiltration Effects 0.000 abstract 2
- 238000001764 infiltration Methods 0.000 abstract 2
- 239000003795 chemical substances by application Substances 0.000 abstract 1
- 238000010276 construction Methods 0.000 description 4
- 239000004576 sand Substances 0.000 description 2
- 230000015572 biosynthetic process Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000000605 extraction Methods 0.000 description 1
- 230000002349 favourable effect Effects 0.000 description 1
- 229910052500 inorganic mineral Inorganic materials 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 239000011707 mineral Substances 0.000 description 1
- 238000000059 patterning Methods 0.000 description 1
- 238000002791 soaking Methods 0.000 description 1
Landscapes
- Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)
Abstract
The utility model belongs to the technical field of in-situ leaching mine leaching mining wells and particularly discloses an in-situ leaching uranium mining process well. The in-situ leaching uranium mining process well comprises a PVC (polyvinyl chloride) casing which is arranged in am open well drilled hole and a cement sheath which is arranged between the hole wall of the open well drilled hole and the casing wall of the PVC casing, wherein an annulus is formed on the same horizontal position of the cement sheath and the PVC casing; the PVC casing is divided into two sections by the annulus; the upper section is a cylinder; the lower section is an inverted cone; the cement sheath is divided into two sections by the annulus; the position of the annulus corresponds to the position of an underground ore bed section. The PVC casing is adopted to from a main body of a wellhead, the cement sheath is arranged between the casing and the drilled hole, and a part of the casing and a part of the cement sheath are cut off to form an annulus structure; due to the adoption of the annulus design and a sealing structure which is designed above the annulus, useless surrounding rock is wholly sealed, so that an ore bed is an unique stratum which is communicated with the well, and infiltration liquid for mining or leaching agent only moves in a useful ore bed, which is most beneficial to infiltration mining.
Description
Technical field
The utility model soaks mine with belonging to and soaks and adopt well technical field, is specifically related to a kind of patterning method and builds the ground dipping uranium extracting process well of strainer.
Background technology
The uranium extracting process well of In-situ Leaching Uranium Mine application is at present complete in filling out gravel structure well, fill out gravel structure well constructs and fills out gravel, builds the core process such as sealing layer and easily complete in the depth bounds that is in the past less than 400 meters, but now along with mining depth exceedes 400 meters, filling out gravel structure well gravel and sealing layer throws not in place or does not throw, workmanship does not ensure, is difficult to reach designing requirement; There is large section of country rock to be connected with well, be unfavorable for that uranium ore soaks to adopt; Difficulty of construction increases, individual well claim for eot 1-2 days, productivity slowdown.Along with being less than the minimizing of shallow-layer uranium ore resource of 400 meters, open uranium mine mining depth future and will exceed 400 meters, explored mineral deposit reaches more than 800 meter the most deeply, at present, existing part uranium mine mining depth has exceeded 400 meters, fills out gravel structure well in the past and has been difficult to construction and has been not suitable for soaking and adopts.
Summary of the invention
The purpose of this utility model is to provide a kind of applicable uranium mine mining depth to exceed 400 meters of ground dipping uranium extracting process wells in situation.
The technical solution of the utility model is as follows:
A kind of ground dipping uranium extracting process well, it comprises the PVC sleeve pipe that is located in bore hole boring, is located at the cement sheath between described bore hole borehole wall and PVC sleeve pipe tube wall, described cement sheath and PVC sleeve pipe are processed with annular space in same level position, described annular space makes PVC sleeve pipe be divided into two sections, epimere is cylinder, hypomere is inverted circular cone, and described annular space makes cement sheath be divided into two sections; The position of the ore bed section under the position corresponding ground of above-mentioned annular space.
The lower end of the cylinder of described PVC sleeve pipe is provided with sealing device.
Described sealing device is sealing cup.
In the annular space position of the hypomere of described PVC sleeve pipe and circular cone, strainer is installed.
The beneficial effects of the utility model are: adopt PVC sleeve pipe to form well head main body, and on the cement sheath between sleeve pipe and sleeve pipe and boring, after cutting part sleeve pipe and cement sheath, form annular space structure, due to the design of annular space, and above annular space, design hermetically-sealed construction, useless country rock all can be shut, making ore bed is unique stratum being connected with well, leaching solution or the leachate of mining are only moved in useful ore bed, the most favourable to solution mining.Such structure design can adapt to the situation that uranium mine mining depth has exceeded 400 meters, and the ground-dipping uranium extraction well of this spline structure can be easily, fully construct by designing requirement.Simultaneously at annular space position design filter, make to adopt uranium well in drawing liquid process for stopping that the sand in ore bed enters in PVC sleeve pipe.
Brief description of the drawings
Fig. 1 is ground dipping uranium extracting process well construction schematic diagram
In figure: 1. bore hole boring; 2. cement sheath; 3.PVC sleeve pipe; 4. annular space; 5. strainer; 6. sealing device; 7. ore bed.
Detailed description of the invention
Below in conjunction with drawings and the specific embodiments, the utility model is described in further detail.
As shown in Figure 1, dig bore hole boring 1 at below ground, at bore hole 1 interior the installations PVC sleeve pipe 3 of holing, described PVC sleeve pipe 3 and bore hole are holed and are left space between 1 hole wall, are full of cement, formation cement sheath 2 in space.Described PVC sleeve pipe 3 is divided into two sections, and epimere is cylinder, and hypomere is inverted circular cone, between cylinder and circular cone, leave certain distance, cement sheath 2 also leaves identical distance in position corresponding to annular space 4 places, therefore between two sections of cement sheath 2, and between cylinder and circular cone, forms annular space 4.
Underground ore bed section 7 see through cement sheath 2 distance and cylinder and circular cone between distance, by annular space 4, ore bed section 7 is communicated with PVC sleeve pipe 3.
The lower end of the cylinder of described PVC sleeve pipe 3 is provided with sealing device 6, useless around country rock all can be shut, and makes ore bed section 7 become a unique stratum being communicated with PVC sleeve pipe 3.Above-mentioned sealing device 6 can be sealing cup.
In the position of the annular space 4 of the hypomere of PVC sleeve pipe 3 and circular cone, strainer 5 is installed, filters for adopting uranium well the sand that flows to sleeve pipe 3 from ore bed 7 when the drawing liquid.
In the middle of the present embodiment, bore hole 1 diameter of holing is 270mm, and the diameter of annular space is 320mm.
The specification that PVC sleeve pipe 3 is selected is 152 × 126.4 × 12.8mm(external diameter × internal diameter × thickness), length is 8 meters.
Above-mentioned strainer 5 is the outer ring skeleton strainer of 114 × 66 millimeters of specifications (external diameter internal diameter).
Claims (4)
1. a ground dipping uranium extracting process well, it is characterized in that: it comprises PVC sleeve pipe (3) of being located in bore hole boring (1), is located at the cement sheath (2) between described bore hole boring (1) hole wall and PVC sleeve pipe (3) tube wall, described cement sheath (2) and PVC sleeve pipe (3) are processed with annular space (4) in same level position, described annular space (4) makes PVC sleeve pipe (3) be divided into two sections, epimere is cylinder, hypomere is inverted circular cone, and described annular space (4) makes cement sheath (2) be divided into two sections; The position of the ore bed section (7) under the position corresponding ground of above-mentioned annular space (4).
2. a kind of ground dipping uranium extracting process well as claimed in claim 1, is characterized in that: the lower end of the cylinder of described PVC sleeve pipe (3) is provided with sealing device (6).
3. a kind of ground dipping uranium extracting process well as claimed in claim 2, is characterized in that: described sealing device (6) is sealing cup.
4. a kind of ground dipping uranium extracting process well as claimed in claim 1, is characterized in that: in the annular space position of the hypomere of described PVC sleeve pipe (3) and circular cone, strainer (5) is installed.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320861468.0U CN203655249U (en) | 2013-12-23 | 2013-12-23 | In-situ leaching uranium mining process well |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320861468.0U CN203655249U (en) | 2013-12-23 | 2013-12-23 | In-situ leaching uranium mining process well |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203655249U true CN203655249U (en) | 2014-06-18 |
Family
ID=50921649
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201320861468.0U Expired - Lifetime CN203655249U (en) | 2013-12-23 | 2013-12-23 | In-situ leaching uranium mining process well |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203655249U (en) |
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107366505A (en) * | 2017-05-27 | 2017-11-21 | 中核通辽铀业有限责任公司 | A kind of ground-dipping uranium extraction Novel drilling construction method |
| CN108331525A (en) * | 2018-01-23 | 2018-07-27 | 洪杰 | It is a kind of to soak mine device on the spot |
| CN105804690B (en) * | 2014-12-30 | 2018-08-21 | 新疆中核天山铀业有限公司 | In-situ leaching process drilling inverse water mud device |
| CN108643827A (en) * | 2018-04-23 | 2018-10-12 | 中核通辽铀业有限责任公司 | A kind of hole structure construction method increasing ground-dipping uranium extraction pumping liquid measure |
| CN112228049A (en) * | 2020-09-30 | 2021-01-15 | 核工业二〇八大队 | Measuring method for ground leaching process drill hole |
| CN112647902A (en) * | 2020-12-25 | 2021-04-13 | 核工业北京化工冶金研究院 | In-situ leaching uranium mining drilling filter and well completion method |
| CN112816276A (en) * | 2020-11-27 | 2021-05-18 | 核工业北京化工冶金研究院 | Method for monitoring leaching state of in-situ leaching uranium mining |
| CN113431512A (en) * | 2021-05-27 | 2021-09-24 | 中煤地质集团有限公司 | Ground-immersed drilling construction process |
| CN114000859A (en) * | 2021-10-25 | 2022-02-01 | 紫金矿业集团股份有限公司 | Mining device and mining method based on leaching mining method |
-
2013
- 2013-12-23 CN CN201320861468.0U patent/CN203655249U/en not_active Expired - Lifetime
Cited By (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105804690B (en) * | 2014-12-30 | 2018-08-21 | 新疆中核天山铀业有限公司 | In-situ leaching process drilling inverse water mud device |
| CN107366505A (en) * | 2017-05-27 | 2017-11-21 | 中核通辽铀业有限责任公司 | A kind of ground-dipping uranium extraction Novel drilling construction method |
| CN108331525A (en) * | 2018-01-23 | 2018-07-27 | 洪杰 | It is a kind of to soak mine device on the spot |
| CN108643827A (en) * | 2018-04-23 | 2018-10-12 | 中核通辽铀业有限责任公司 | A kind of hole structure construction method increasing ground-dipping uranium extraction pumping liquid measure |
| CN112228049A (en) * | 2020-09-30 | 2021-01-15 | 核工业二〇八大队 | Measuring method for ground leaching process drill hole |
| CN112816276A (en) * | 2020-11-27 | 2021-05-18 | 核工业北京化工冶金研究院 | Method for monitoring leaching state of in-situ leaching uranium mining |
| CN112816276B (en) * | 2020-11-27 | 2023-04-14 | 核工业北京化工冶金研究院 | Method for monitoring leaching state of in-situ leaching uranium mining |
| CN112647902A (en) * | 2020-12-25 | 2021-04-13 | 核工业北京化工冶金研究院 | In-situ leaching uranium mining drilling filter and well completion method |
| CN112647902B (en) * | 2020-12-25 | 2023-05-26 | 核工业北京化工冶金研究院 | In-situ leaching uranium mining drilling filter and well forming method |
| CN113431512A (en) * | 2021-05-27 | 2021-09-24 | 中煤地质集团有限公司 | Ground-immersed drilling construction process |
| CN114000859A (en) * | 2021-10-25 | 2022-02-01 | 紫金矿业集团股份有限公司 | Mining device and mining method based on leaching mining method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN203655249U (en) | In-situ leaching uranium mining process well | |
| CN103075179B (en) | Entitative coal seam gas drainage drilling hole double-pipe drainage method | |
| CN102330545B (en) | Oil well sand prevention method for heavy oil reservoir | |
| CN106640120B8 (en) | Layered grouting construction method for fixed-point deep holes on earth surface | |
| CN207048739U (en) | A kind of low gaseous mine gas ground extraction technology drilled well bore structure | |
| CN102242621B (en) | Negative pressure de-plugging and oil extraction process and device | |
| CN110939407B (en) | Double-deck overlapping goaf ground drainage well structure and recovery unit | |
| CN109026010B (en) | A kind of mine seepage well slip casting type sinking shaft construction method | |
| CN104141470A (en) | Pore-forming and sealing method for hydraulic fracturing borehole casing section in underground coal mine | |
| CN102251760A (en) | Loose bed and bedrock layer mixed water-intaking and well-forming process for geothermal well | |
| CN105040775A (en) | Deep-layer pressure-bearing artesian well plugging system and method | |
| CN103912304A (en) | Method for locally extracting gas of soft coal seams | |
| CN108643827B (en) | A kind of hole structure construction method increasing ground-dipping uranium extraction pumping liquid measure | |
| CN103031847B (en) | Reducing overlap joint combined type orifice pipe grouting method | |
| CN105156067A (en) | Coal mine underground hydraulic fracturing drill hole sealing device and method | |
| CN112647902B (en) | In-situ leaching uranium mining drilling filter and well forming method | |
| CN204960882U (en) | Underground hydraulic fracturing drill hole sealing device of coal mine | |
| CN107269245B (en) | A method of it is insulated again for seperated layer water injection/oil recovery sand control section substratum | |
| CN201292800Y (en) | Six-grade branch well window sealing mechanism | |
| CN104234682A (en) | Coiled tubing separate-layer fracturing method suitable for multiple thin coal seams | |
| CN207004498U (en) | Infinite stages switching sliding sleeve fracturing tool | |
| CN104264679B (en) | A kind of electric power pylon basis heavy caliber Underwater pile construction method | |
| CN103422813A (en) | Single-well coal bed gas multi-branch horizontal well system and well drilling method | |
| CN104481468A (en) | Coal bed gas well open hole well completion technology | |
| CN204357437U (en) | A kind of vertical monobloc cast section wall seat |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CX01 | Expiry of patent term |
Granted publication date: 20140618 |
|
| CX01 | Expiry of patent term |