KR20140043999A - A hermetic protection thbe well - Google Patents
A hermetic protection thbe well Download PDFInfo
- Publication number
- KR20140043999A KR20140043999A KR1020120109843A KR20120109843A KR20140043999A KR 20140043999 A KR20140043999 A KR 20140043999A KR 1020120109843 A KR1020120109843 A KR 1020120109843A KR 20120109843 A KR20120109843 A KR 20120109843A KR 20140043999 A KR20140043999 A KR 20140043999A
- Authority
- KR
- South Korea
- Prior art keywords
- pipe
- well
- groundwater
- protective
- container
- Prior art date
Links
- 239000003673 groundwater Substances 0.000 claims abstract description 47
- 230000001681 protective effect Effects 0.000 claims abstract description 24
- 239000000463 material Substances 0.000 claims abstract description 20
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 20
- 229920003002 synthetic resin Polymers 0.000 claims abstract description 10
- 239000000057 synthetic resin Substances 0.000 claims abstract description 10
- 238000005452 bending Methods 0.000 claims description 18
- 238000012856 packing Methods 0.000 claims description 14
- 238000000034 method Methods 0.000 claims description 7
- 238000003809 water extraction Methods 0.000 claims description 4
- 229920006311 Urethane elastomer Polymers 0.000 claims 2
- 230000000903 blocking effect Effects 0.000 abstract description 2
- 239000004567 concrete Substances 0.000 description 10
- 238000010276 construction Methods 0.000 description 7
- 230000001012 protector Effects 0.000 description 7
- 239000004568 cement Substances 0.000 description 6
- 239000011435 rock Substances 0.000 description 6
- 238000009412 basement excavation Methods 0.000 description 5
- 238000002347 injection Methods 0.000 description 5
- 239000007924 injection Substances 0.000 description 5
- 239000000356 contaminant Substances 0.000 description 4
- 238000011161 development Methods 0.000 description 4
- 238000011109 contamination Methods 0.000 description 3
- 239000011381 foam concrete Substances 0.000 description 3
- 238000003895 groundwater pollution Methods 0.000 description 3
- 230000002265 prevention Effects 0.000 description 3
- JOYRKODLDBILNP-UHFFFAOYSA-N Ethyl urethane Chemical compound CCOC(N)=O JOYRKODLDBILNP-UHFFFAOYSA-N 0.000 description 2
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 239000003344 environmental pollutant Substances 0.000 description 2
- 238000009415 formwork Methods 0.000 description 2
- 238000011065 in-situ storage Methods 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 231100000719 pollutant Toxicity 0.000 description 2
- 238000005086 pumping Methods 0.000 description 2
- 241000238631 Hexapoda Species 0.000 description 1
- VYPSYNLAJGMNEJ-UHFFFAOYSA-N Silicium dioxide Chemical compound O=[Si]=O VYPSYNLAJGMNEJ-UHFFFAOYSA-N 0.000 description 1
- 229910000831 Steel Inorganic materials 0.000 description 1
- 239000000654 additive Substances 0.000 description 1
- 239000012615 aggregate Substances 0.000 description 1
- 239000000440 bentonite Substances 0.000 description 1
- 229910000278 bentonite Inorganic materials 0.000 description 1
- SVPXDRXYRYOSEX-UHFFFAOYSA-N bentoquatam Chemical compound O.O=[Si]=O.O=[Al]O[Al]=O SVPXDRXYRYOSEX-UHFFFAOYSA-N 0.000 description 1
- AXCZMVOFGPJBDE-UHFFFAOYSA-L calcium dihydroxide Chemical compound [OH-].[OH-].[Ca+2] AXCZMVOFGPJBDE-UHFFFAOYSA-L 0.000 description 1
- 239000000920 calcium hydroxide Substances 0.000 description 1
- 229910001861 calcium hydroxide Inorganic materials 0.000 description 1
- 235000011116 calcium hydroxide Nutrition 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 230000007797 corrosion Effects 0.000 description 1
- 238000005520 cutting process Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000013013 elastic material Substances 0.000 description 1
- 238000000605 extraction Methods 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000009972 noncorrosive effect Effects 0.000 description 1
- 230000002093 peripheral effect Effects 0.000 description 1
- 230000001869 rapid Effects 0.000 description 1
- 230000003134 recirculating effect Effects 0.000 description 1
- 238000005070 sampling Methods 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 229910001220 stainless steel Inorganic materials 0.000 description 1
- 239000010935 stainless steel Substances 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 239000000126 substance Substances 0.000 description 1
- 238000012360 testing method Methods 0.000 description 1
- 238000003911 water pollution Methods 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03B—INSTALLATIONS OR METHODS FOR OBTAINING, COLLECTING, OR DISTRIBUTING WATER
- E03B3/00—Methods or installations for obtaining or collecting drinking water or tap water
- E03B3/06—Methods or installations for obtaining or collecting drinking water or tap water from underground
- E03B3/08—Obtaining and confining water by means of wells
- E03B3/15—Keeping wells in good condition, e.g. by cleaning, repairing, regenerating; Maintaining or enlarging the capacity of wells or water-bearing layers
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21B—EARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
- E21B29/00—Cutting or destroying pipes, packers, plugs or wire lines, located in boreholes or wells, e.g. cutting of damaged pipes, of windows; Deforming of pipes in boreholes or wells; Reconditioning of well casings while in the ground
- E21B29/08—Cutting or deforming pipes to control fluid flow
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21B—EARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
- E21B33/00—Sealing or packing boreholes or wells
- E21B33/02—Surface sealing or packing
Landscapes
- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- Geology (AREA)
- Mining & Mineral Resources (AREA)
- Environmental & Geological Engineering (AREA)
- Fluid Mechanics (AREA)
- Physics & Mathematics (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Geochemistry & Mineralogy (AREA)
- Health & Medical Sciences (AREA)
- Hydrology & Water Resources (AREA)
- Public Health (AREA)
- Water Supply & Treatment (AREA)
- Structures Of Non-Positive Displacement Pumps (AREA)
Abstract
The present invention is a closed groundwater pipe information tube to protect the groundwater wells and the upper part, more specifically, the wells and pipes to be contacted with the banding by blocking the foreign foreign material inflow, easy to install and maintain by reducing the weight of synthetic resin An enclosed groundwater pipeline is concerned.
The sealed groundwater pipe information container according to the present invention is a closed groundwater pipe information container consisting of a water intake pipe, an underwater motor pump, a casing, a well, a water intake cover plate, a flow meter, a discharge pipe, a water discharge device, a protective container, and a protective container lid. A through hole is formed at one side of the lower side of the protective tube so that the well can be inserted therein, and an upper portion surrounding the outer wall of the well inserted into the inward direction along the through hole is opened and a hollow cylindrical tube arc is formed. It is further configured to further include a banding portion for close contact so that foreign matter does not flow between the well and the pipe.
Description
The present invention is a closed groundwater pipe information tube to protect the groundwater wells and the upper part, more specifically, the wells and pipes to be contacted with the banding by blocking the foreign foreign material inflow, easy to install and maintain by reducing the weight of synthetic resin An enclosed groundwater pipeline is concerned.
The groundwater upper protector currently being constructed includes in-situ concrete groundwater protector, which is installed by placing concrete after installing formwork, groundwater upper protector, which installs old concrete structure, and masonry groundwater upper protector, which piles and plasters cement blocks. . However, in the case of the concrete groundwater upper protector to install concrete after installing the formwork, the waterproofness is excellent, but the construction period is long, the construction difficulty is high, and the construction cost is increased accordingly. Therefore, in-situ concrete groundwater upper protector is hardly constructed, and there are ways to mass produce ready-made concrete groundwater upper protector in factories and install the product to compensate for the above disadvantages. Due to the heavy weight of the excavator and forklift truck must be used during construction, there is a certain standard for each company that produces only the unit price or quality of the product. In addition, tidal ground water protection using cement blocks requires a small amount of material but masonry, and must be plastered inside and outside the structure and wait for the surface to be cured. In addition, all the groundwater protection work is using the iron plate cover to prevent rainwater and inflow of contaminants, the cost of the construction is further increased if the cover price.
In order to solve this problem, the Korean Utility Model Registration No. 20-0413569 can be easily installed without additional equipment by using a panel having a prefabricated structure and lightweight foam concrete, which is lighter than ordinary concrete as the material of the panel, Accordingly, there has been proposed a prefabricated lightweight foam concrete groundwater protection structure that can shorten the construction time and reduce the construction cost. However, it is lighter than the conventional one, but it is still heavy and troublesome work still has to be done by cutting out casing and flange welding in order to connect the upper guard and the well.
The present invention has been made to solve the above problems, to provide a closed groundwater pipe information container that can block the inflow of foreign matter from the outside by close contact with the wells and pipe information using the banding.
Another object of the present invention is to provide a sealed ground water pipe information container is easy to install and maintain the protective cylinder by manufacturing the protective cylinder using a synthetic resin material.
In order to solve the above problems, the closed groundwater pipe information container according to the present invention is composed of a water intake pipe, submersible motor pump, casing, pipe, water intake cover plate, flow meter, discharge pipe, water extraction device, protective container, protective tube lid In the sealed groundwater tube information container, The outer wall of the well is inserted in the inward direction along the through hole formed on one side lower portion of the protective cylinder, the upper and open cylindrical hollow tube information of the hollow, and the well and the well It is configured to include a banding portion that closely adheres to prevent foreign matter from entering between the protection.
Here, the bending portion is a bending body provided by bending the plate-like member having a circular shape; A bracket provided on one side and the other side of the bending body to clamp the hose by reducing the diameter of the bending body; And fasteners inserted into and fastened to one of the fastening holes formed in the bracket.
In addition, the inner surface of the tube information arc portion is formed by the packing fitting groove formed along the inner circumferential surface and the packing insertion groove is formed to further include a packing for close contact with the tube and the tube information arc portion.
In addition, the material of the packing is characterized in that the urethane elastic body or rubber.
Finally, the material of the protective barrel and the protective cap lid is characterized in that the synthetic resin.
The present invention has the advantage that it can block the inflow of foreign substances from the outside by close contact with the pipe well and the pipe using the banding.
In addition, the present invention has the advantage that by installing the protective barrel using a synthetic resin material, it is easy to install and maintain the protective cylinder.
1 is a structural diagram of groundwater pollution prevention facilities.
2 is a perspective view showing an embodiment according to the present invention.
3 is a cross-sectional view taken along AA in FIG. 2.
Hereinafter, embodiments of the present invention will be described in detail with reference to the drawings.
1 is a structural diagram of a groundwater pollution prevention facility.
Referring to Figure 1, after excavation of the topsoil excavation for groundwater development is completed, install an outer casing and grouting to prevent contamination. The outer casing is installed to prevent the inflow of pollutants from the ground or underground around the groundwater and to protect the groundwater internal facilities. An empty pipe is installed from the surface to the topsoil, weathered rock and soft rock 1.0m. After installing the outer casing, grouting is performed on the space between the excavation hole and the outer casing.
After the installation of the outer casing is completed, grouting is performed on the space between the excavation wall and the outer casing to prevent contamination from the surface. The grouting method is based on the method given in the Groundwater Business Performance Guidelines (Ministry of Land, Transport and Maritime Affairs, 2006), and is sealed by injecting cement for dimension at least 50mm thick. Before injecting cement, clean the surrounding area by recirculating clean water from the bottom, and grouting material is mainly composed of cement and water, and sand, bentonite, hydrated lime and aggregate are used as additives. On the other hand, in the grouting injection to the filling space by using the injection pump so that no voids in the injection space is carried out until the injection cement flows back to the surface. After the grouting injection is complete, wait until the injected material is completely solid before performing the lower rock excavation.
The inner casing is commonly used as a well material, and is divided into a hole (hole) with a hole (groove) so that groundwater can flow from the aquifer section, and a non-gong tube installed to prevent water or foreign matter from entering the casing in a section other than the aquifer.
Submersible motor pump is a kind of centrifugal pump using centrifugal force. It is a device that pumps and motors integrally and draws water deep in the groundwater while submerged.
A water intake pipe is a pumping facility that raises the ground water sucked from the submersible motor pump.
The flowmeter is installed to check the amount of groundwater withdrawn and includes a device that can measure the flow rate such as a time meter.
The extraction device is installed past the flowmeter and used for sampling of water quality test. Generally, the tap is used.
The casing cover is installed on the outer casing to prevent the upper facility from falling into the ball, and serves to prevent the upper contaminants from entering the groundwater hole.
The cover of the closed upper protection hole should have a locking function with good watertightness and should be equipped with an air passage with an insect screen and a degree of protection against flooding of facilities. The above is a description of the devices basically used in the groundwater utilization facilities.
The following are detailed installation standards for groundwater pollution prevention facilities that install upper guards (Revised 2010.2.16.)
The upper protection hole should be made of materials that are corrosion-resistant and resistant to external impacts, such as concrete and synthetic resin, and should be installed so that no water can penetrate into the groundwater development and utilization facility. In addition, the upper guard should be installed on the surface of the ground in such a size that the groundwater development and utilization facilities can be protected and smoothly maintained. However, it may be installed below the surface if the mayor admits that even if it is installed under the surface of the terrain, there is no problem in preventing contamination of groundwater. In addition, the cover of the upper protection hole shall not be introduced with pollutant index water from the outside, and shall be installed with a material and structure to prevent damage.
The upper part of the lower surface protective wall (casing) shall be installed at least 30cm above the ground surface and should be covered to prevent external contaminants from entering. The casing cover is to be made of non-corrosive materials and air passages with screens are to be provided. In addition, the lower end of the casing is to be installed to a depth not less than 3m below the surface, and in the case of excavating the rock layer should be installed more than 1m below the rock (soft rock layer) line.
The grouting thickness on the outside of the casing shall be at least 5 cm and shall be filled with material from the bottom of the casing so that it does not leak under the casing.
Lastly, pumping facilities installed in groundwater development and utilization facilities should use materials that do not cause water pollution.
2 is a perspective view showing an embodiment according to the present invention, Figure 3 is a cross-sectional view A-A in FIG.
2 or 3, the present invention, the
Unlike the conventional flange type connection of the present invention, the well is inserted into and connected to the lower portion of the
In the case of the
In addition, in close contact with the
And the
In addition, the
While the present invention has been described in connection with what is presently considered to be the most practical and preferred embodiment, it is to be understood that the invention is not limited to the disclosed embodiments. It will be apparent to those skilled in the art that various modifications and variations can be made in the present invention without departing from the scope of the present invention.
100-intake pipe
200-Submersible Motor Pump
300-Well
400-Water Cover Plate
500-flow meter
600-discharge tube
700-Extractor
800-Guard
810-Canister Lid
820-Office of Information
821-Packing Slot
822-Packing
900-banding
Claims (5)
Wrapping the outer wall of the well is inserted in the inward direction along the through hole formed in one side lower portion of the protective barrel, the top is open and hollow cylindrical tube information arc,
Sealed ground water pipe information container, characterized in that it comprises a bending portion for close contact to prevent foreign matter from entering between the well and the pipe.
The bending portion
A bending body provided by bending a plate member having elasticity in a circular shape;
A bracket provided on one side and the other side of the bending body to clamp the hose by reducing the diameter of the bending body; And
Sealed ground water pipes, characterized in that it comprises a fastener that is fastened to be inserted into one of the fastening holes formed in the bracket.
Sealed ground water pipe information container, characterized in that the material of the protective barrel and the protective cap lid is a synthetic resin.
Sealed ground water pipe information on the inner surface of the pipe housing further comprises a packing fitting groove formed along the inner circumferential surface, the packing is inserted into the packing fitting groove to seal the pipe well and the pipe information door. Yelling.
The material of the packing is sealed groundwater pipes, characterized in that the urethane elastomer or rubber.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
KR1020120109843A KR20140043999A (en) | 2012-10-04 | 2012-10-04 | A hermetic protection thbe well |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
KR1020120109843A KR20140043999A (en) | 2012-10-04 | 2012-10-04 | A hermetic protection thbe well |
Publications (1)
Publication Number | Publication Date |
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KR20140043999A true KR20140043999A (en) | 2014-04-14 |
Family
ID=50652151
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
KR1020120109843A KR20140043999A (en) | 2012-10-04 | 2012-10-04 | A hermetic protection thbe well |
Country Status (1)
Country | Link |
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KR (1) | KR20140043999A (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR101651376B1 (en) * | 2015-11-16 | 2016-08-25 | 김준영 | Flange Assembly and Construction System for Deep Well Development |
CN111622717A (en) * | 2020-06-29 | 2020-09-04 | 青岛新胜石油机械有限公司 | Full-intelligent compact enclosed type super-long stroke oil pumping mechanism |
WO2021172719A1 (en) * | 2020-02-24 | 2021-09-02 | 윤필선 | Iot-based groundwater monitoring system using lidar sensor technology |
-
2012
- 2012-10-04 KR KR1020120109843A patent/KR20140043999A/en not_active Application Discontinuation
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR101651376B1 (en) * | 2015-11-16 | 2016-08-25 | 김준영 | Flange Assembly and Construction System for Deep Well Development |
WO2021172719A1 (en) * | 2020-02-24 | 2021-09-02 | 윤필선 | Iot-based groundwater monitoring system using lidar sensor technology |
CN111622717A (en) * | 2020-06-29 | 2020-09-04 | 青岛新胜石油机械有限公司 | Full-intelligent compact enclosed type super-long stroke oil pumping mechanism |
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A201 | Request for examination | ||
E902 | Notification of reason for refusal | ||
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