KR20140048448A - Freezimg pipe - Google Patents
Freezimg pipe Download PDFInfo
- Publication number
- KR20140048448A KR20140048448A KR1020120114146A KR20120114146A KR20140048448A KR 20140048448 A KR20140048448 A KR 20140048448A KR 1020120114146 A KR1020120114146 A KR 1020120114146A KR 20120114146 A KR20120114146 A KR 20120114146A KR 20140048448 A KR20140048448 A KR 20140048448A
- Authority
- KR
- South Korea
- Prior art keywords
- freezing
- refrigerant
- tube
- soil
- pipe
- Prior art date
Links
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Classifications
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D1/00—Investigation of foundation soil in situ
- E02D1/02—Investigation of foundation soil in situ before construction work
- E02D1/04—Sampling of soil
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D17/00—Excavations; Bordering of excavations; Making embankments
- E02D17/02—Foundation pits
- E02D17/04—Bordering surfacing or stiffening the sides of foundation pits
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D19/00—Keeping dry foundation sites or other areas in the ground
- E02D19/06—Restraining of underground water
- E02D19/12—Restraining of underground water by damming or interrupting the passage of underground water
- E02D19/14—Restraining of underground water by damming or interrupting the passage of underground water by freezing the soil
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D3/00—Improving or preserving soil or rock, e.g. preserving permafrost soil
- E02D3/11—Improving or preserving soil or rock, e.g. preserving permafrost soil by thermal, electrical or electro-chemical means
- E02D3/115—Improving or preserving soil or rock, e.g. preserving permafrost soil by thermal, electrical or electro-chemical means by freezing
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D31/00—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution
- E02D31/10—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution against soil pressure or hydraulic pressure
- E02D31/14—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution against soil pressure or hydraulic pressure against frost heaves in soil
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- E—FIXED CONSTRUCTIONS
- E21—EARTH DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D1/00—Sinking shafts
- E21D1/10—Preparation of the ground
- E21D1/12—Preparation of the ground by freezing
- E21D1/14—Freezing apparatus
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- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Structural Engineering (AREA)
- General Life Sciences & Earth Sciences (AREA)
- General Engineering & Computer Science (AREA)
- Environmental & Geological Engineering (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- Hydrology & Water Resources (AREA)
- Soil Sciences (AREA)
- Geology (AREA)
- Mechanical Engineering (AREA)
- Chemical & Material Sciences (AREA)
- Analytical Chemistry (AREA)
- Geochemistry & Mineralogy (AREA)
- Agronomy & Crop Science (AREA)
- Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
- Excavating Of Shafts Or Tunnels (AREA)
Abstract
The present invention relates to a freezing pipe (100) for freezing the soil (10) is inserted into the excavation groove (20) of the soil (10), the lower part is closed, the outer tube formed with a refrigerant outlet (111) at the top 110; The refrigerant inlet 121 is formed at the upper end, and the refrigerant outlet 122 is formed at the lower end, and a plurality of inner tubes 120 installed inside the outer tube 110; and includes a plurality of inner tubes 120 Refrigerant outlet 122 of the) by presenting the freezing tube 100 having a different depth from each other, even if the depth of the freezing tube can be solved the problem of non-uniform freezing according to the temperature difference of the refrigerant in the upper portion.
Description
The present invention relates to the field of civil engineering, and more particularly, to the structure of a freezing tube.
A freezing tube refers to a structure used in a method of cooling groundwater in soil in contact with it using a refrigerant.
Such a freeze tube is used for the stable sampling of soil samples, the construction of tunnels, and the construction of temporary earth walls.
The
However, such a conventional freezing tube has the following problems.
It is common to use liquefied nitrogen as a refrigerant of the freezing tube, which is a very unstable condition having a boiling point of -196 ° C. There is this.
In some cases, the freezing tube may have a diameter of 1 m and a depth of 40 m. In this case, it takes a considerable amount of time for the refrigerant to reach the top through the bottom of the freezing tube, in which case the temperature of the refrigerant flowing into the freezing tube And the temperature of the refrigerant discharged from the freezing tube is very different.
That is, since the temperature difference between the upper and lower refrigerant occurs inside the freezing tube, there is a problem that the shape of the
In addition, when the continuous freezing unit is to be formed by the
The present invention was derived to solve the above problems, to provide a freezing tube having a structure that can solve the problem of non-uniform freezing according to the temperature difference of the refrigerant in the upper portion even if the depth of the freezing tube is deep. For that purpose.
In order to solve the above problems, the present invention is inserted into the excavation groove 20 of the
The plurality of
The present invention is inserted into the excavation groove 20 of the
Preferably, the plurality of
The present invention is inserted into the excavation groove 20 of the
The present invention provides a freezing tube having a structure that can solve the problem of non-uniform freezing according to the temperature difference of the refrigerant in the lower part of the upper part even if the depth of the freezing tube is deep.
1 is a cross-sectional view of a conventional freezing tube.
3 shows the embodiment of the present invention,
3 is a cross-sectional view of the first embodiment.
4 is a sectional view of a second embodiment;
5 is a sectional view of a third embodiment;
Hereinafter, embodiments of the present invention will be described in detail with reference to the accompanying drawings.
As shown below in Figure 3, the present invention relates to the
Here, the
That is, it takes the structure of the conventional freezing tube basically, so that the depths of the
In the related art, since a low-temperature refrigerant is intensively supplied only to the lower portion of the
Specifically, the plurality of
On the other hand, the
That is, the inner tube is composed of the inner
Even in the case of taking such a structure, as described above, there is an effect that the non-uniform freezing of the soil can be prevented.
In detail, the plurality of
In addition, the
Even in this case, since the outflow of the coolant in the inner tubes 150a, 150b, and 150c occurs at the
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 spirit or scope of the invention as defined in the appended claims. It is to be understood that both the technical idea and the technical spirit of the invention are included in the scope of the present invention.
10
100: freezing tube 110: outer tube
120: inner tube 130: inner central tube
140: internal branch pipe 150: inner pipe
Claims (5)
An outer tube 110 having a lower portion closed and a refrigerant outlet 111 formed at an upper portion thereof;
And a plurality of inner tubes 120 formed at an upper end thereof, a refrigerant outlet 122 formed at a lower end thereof, and installed inside the outer tube 110.
The refrigerant outlets 122 of the plurality of inner tubes 120 have different depths from each other.
The plurality of inner tubes (120) branched from the refrigerant supply pipe (30), the plurality of inner tubes (120) freezing tube (100), characterized in that the length is different from each other.
An outer tube 110 having a lower portion closed and a refrigerant outlet 111 formed at an upper portion thereof;
In addition, the refrigerant inlet 131 is formed at the top, and the inner central tube 130 installed inside the outer tube 110;
And a plurality of internal branch pipes 140 branched downward from the inner central pipe 130 and having a coolant outlet 142 formed at a lower end thereof.
The refrigerant outlets 142 of the plurality of internal branch pipes 140 are different from each other in the depth of the freezing pipe (100).
The plurality of inner branch pipes (140), characterized in that the length is different from each other freezing tube (100).
An outer tube 110 having a lower portion closed and a refrigerant outlet 111 formed at an upper portion thereof;
And a plurality of refrigerant pipes 151 formed at an upper end, a plurality of refrigerant outlets 152 formed at a lower end and sidewalls, and a plurality of inner pipes 150 installed inside the outer pipe 110.
The plurality of refrigerant outlets 152 have a depth different from each other, the freezing pipe (100).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
KR1020120114146A KR20140048448A (en) | 2012-10-15 | 2012-10-15 | Freezimg pipe |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
KR1020120114146A KR20140048448A (en) | 2012-10-15 | 2012-10-15 | Freezimg pipe |
Publications (1)
Publication Number | Publication Date |
---|---|
KR20140048448A true KR20140048448A (en) | 2014-04-24 |
Family
ID=50654456
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
KR1020120114146A KR20140048448A (en) | 2012-10-15 | 2012-10-15 | Freezimg pipe |
Country Status (1)
Country | Link |
---|---|
KR (1) | KR20140048448A (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN104060603A (en) * | 2014-07-11 | 2014-09-24 | 天地科技股份有限公司 | Temperature controller device capable of measuring frost heaving pressure |
CN111535296A (en) * | 2020-05-13 | 2020-08-14 | 安徽建筑大学 | Layered grouting freezing device and layered grouting freezing method |
CN116180785A (en) * | 2023-04-10 | 2023-05-30 | 中铁一局集团有限公司 | Device and method for treating seepage liquid nitrogen of deep foundation pit support structure of water-rich stratum |
-
2012
- 2012-10-15 KR KR1020120114146A patent/KR20140048448A/en active Search and Examination
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN104060603A (en) * | 2014-07-11 | 2014-09-24 | 天地科技股份有限公司 | Temperature controller device capable of measuring frost heaving pressure |
CN104060603B (en) * | 2014-07-11 | 2016-03-16 | 天地科技股份有限公司 | A kind of thermostat device can measuring frost-heaving force |
CN111535296A (en) * | 2020-05-13 | 2020-08-14 | 安徽建筑大学 | Layered grouting freezing device and layered grouting freezing method |
CN116180785A (en) * | 2023-04-10 | 2023-05-30 | 中铁一局集团有限公司 | Device and method for treating seepage liquid nitrogen of deep foundation pit support structure of water-rich stratum |
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