KR20140043999A - A hermetic protection thbe well - Google Patents

A hermetic protection thbe well Download PDF

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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
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KR
South Korea
Prior art keywords
pipe
well
groundwater
protective
container
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KR1020120109843A
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Korean (ko)
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이상덕
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이상덕
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Priority to KR1020120109843A priority Critical patent/KR20140043999A/en
Publication of KR20140043999A publication Critical patent/KR20140043999A/en

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    • EFIXED CONSTRUCTIONS
    • E03WATER SUPPLY; SEWERAGE
    • E03BINSTALLATIONS OR METHODS FOR OBTAINING, COLLECTING, OR DISTRIBUTING WATER
    • E03B3/00Methods or installations for obtaining or collecting drinking water or tap water
    • E03B3/06Methods or installations for obtaining or collecting drinking water or tap water from underground
    • E03B3/08Obtaining and confining water by means of wells
    • E03B3/15Keeping wells in good condition, e.g. by cleaning, repairing, regenerating; Maintaining or enlarging the capacity of wells or water-bearing layers
    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21BEARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
    • E21B29/00Cutting 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
    • E21B29/08Cutting or deforming pipes to control fluid flow
    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21BEARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
    • E21B33/00Sealing or packing boreholes or wells
    • E21B33/02Surface sealing or packing

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  • 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

Hermetic protection thbe well

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 water intake pipe 100, the submersible motor pump 200, the casing, the well 300, the intake cover plate 400, the flow meter 500, the discharge pipe 600 In the sealed ground water pipe information container consisting of a water extraction device 700, the protective container 800, the protective container lid 810, the well is inserted in the inner direction along the through hole formed in the lower side of the protective container 800 ( It wraps around the outer wall of 300, and the upper portion is open and hollow cylindrical tube information arc 820, and the bending portion 900 to close contact so that foreign matter does not flow between the tube 300 and the tube information arc 820. The sealed groundwater pipe information container is characterized in that it comprises a.

Unlike the conventional flange type connection of the present invention, the well is inserted into and connected to the lower portion of the protective casing 800. In the case of a conventional flange connection method, the out casing is cut and the flange is welded to the upper protection hole, but the present invention inserts the well 300 into the pipe information container 800 and the well 300 and the pipe information arc part. If the 820 is in close contact with the banding 900 is completed.

In the case of the bending portion 900, a bending body provided by bending a 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 a fastening structure fitted into one of the fastening holes formed in the bracket.

In addition, in close contact with the tube 300 and the tube arc arc 820 by using the bending portion 900, the inner surface of the tube arc arc 820, the packing fitting groove 821 formed along the inner peripheral surface and The packing fitting groove 821 is inserted and mounted to the packing 822 to closely contact the tube 300 and the tube arc arc 820, the packing 822 is composed of a urethane elastic material and a rubber material. As a result, the pipe well 300 and the pipe door 820 may be tightly contacted to block foreign matter that may be introduced from the outside.

And the protective casing 800 and the protective cap lid 810 is made of a synthetic resin to reduce the weight. The tube casing 800 was manufactured using a synthetic resin that is much lighter than conventional concrete or lightweight foamed concrete. Since the tube information container 800 is light, it is easy to install, and the tube information container cover 810 is formed on the tube information container 800, so that the water intake pipe located inside the tube information container 800 is formed. It is easy to maintain the 100, the submersible motor pump 200, the well 300, the water intake cover 400, the flow meter 500, the discharge tube 600, the water extraction device 700 and the like.

In addition, the intake pipe cover 400 may be coupled to the water well 300 and the water tightly coupled to protect the groundwater core wells from external contaminants. Such an effect is one of the reasons why the wells 300 of the groundwater core wells are all made of steel pipes or stainless steel pipes so that the strength thereof can sufficiently withstand an impact from the outside. Therefore, even if the protection vessel 800 made of a synthetic resin material is damaged due to a flood or the like, the ground is eroded, the soil is eroded, or flows down and collides with the rapids. The well 300 and the intake pipe cover 400 will be able to protect the groundwater heart well while preserving its shape.

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)

In the sealed ground water pipe information container consisting of water intake pipe, submersible motor pump, casing, pipe, intake cover plate, flow meter, discharge pipe, water extraction device, protective container, protective container lid,
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 method of claim 1,
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.
The method of claim 1,
Sealed ground water pipe information container, characterized in that the material of the protective barrel and the protective cap lid is a synthetic resin.
4. The method according to any one of claims 1 to 3,
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.
5. The method of claim 4,
The material of the packing is sealed groundwater pipes, characterized in that the urethane elastomer or rubber.
KR1020120109843A 2012-10-04 2012-10-04 A hermetic protection thbe well KR20140043999A (en)

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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

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Publication Number Publication Date
KR20140043999A true KR20140043999A (en) 2014-04-14

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KR1020120109843A KR20140043999A (en) 2012-10-04 2012-10-04 A hermetic protection thbe well

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Cited By (3)

* Cited by examiner, † Cited by third party
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

Cited By (3)

* Cited by examiner, † Cited by third party
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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