KR20130093916A - Construction method for offshore structure - Google Patents
Construction method for offshore structure Download PDFInfo
- Publication number
- KR20130093916A KR20130093916A KR1020120015160A KR20120015160A KR20130093916A KR 20130093916 A KR20130093916 A KR 20130093916A KR 1020120015160 A KR1020120015160 A KR 1020120015160A KR 20120015160 A KR20120015160 A KR 20120015160A KR 20130093916 A KR20130093916 A KR 20130093916A
- Authority
- KR
- South Korea
- Prior art keywords
- sinking
- submerged
- chamber
- inlet
- speed
- Prior art date
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Classifications
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- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D19/00—Structural or constructional details of bridges
- E01D19/02—Piers; Abutments ; Protecting same against drifting ice
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D23/00—Caissons; Construction or placing of caissons
- E02D23/02—Caissons able to be floated on water and to be lowered into water in situ
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D23/00—Caissons; Construction or placing of caissons
- E02D23/08—Lowering or sinking caissons
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/32—Foundations for special purposes
- E02D27/52—Submerged foundations, i.e. submerged in open water
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- Engineering & Computer Science (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- General Engineering & Computer Science (AREA)
- Architecture (AREA)
- Foundations (AREA)
Abstract
Description
Field of the Invention [0002] The present invention relates to a civil engineering field, and more particularly, to a method of constructing an offshore structure.
It is very difficult to construct an offshore structure on the sea floor such as the foundation of bridge bridges and the foundation of offshore wind power generation structures because it is very difficult to construct by concrete casting in the field. , Sinking (submerging) method which is installed on the sea floor is commonly used.
1 and 2 are process drawings for explaining a conventional method of constructing a submerged offshore structure.
The conventional submerged
However, when such a conventional method is applied, since the seawater does not constantly flow into the
SUMMARY OF THE INVENTION It is an object of the present invention to provide a submerged offshore structure and a method of constructing the submerged offshore structure, which can prevent a lateral flow when a marine structure sinks and control a sinking speed .
In order to solve the above problems, the present invention is a submerged
The
The width of the
The width of the
The present invention proposes a submerged offshore structure and its construction method that can prevent lateral flow when sinking an offshore structure and control the sinking speed.
1 and 2 are process drawings for explaining a conventional method of constructing a submerged offshore structure.
3 or less shows an embodiment of the present invention,
3 and 4 are process diagrams of the first embodiment.
5 to 7 are process diagrams of a second embodiment.
Hereinafter, embodiments of the present invention will be described in detail with reference to the accompanying drawings.
As shown in Figure 3, the construction method of the sunk marine structure according to the present invention, basically, the submerged
That is, in the state in which the
In addition, by inflowing the air back through the
The buoyancy of an object is proportional to the volume occupied by the object in water. In the case of a compressible fluid such as air, the buoyancy becomes smaller as the volume becomes smaller by the water pressure as it enters a deep water depth.
Therefore, in the case of a large-scale offshore structure installed in the water of high depth, as the present invention by inflowing the air through the
As the sinking speed is lowered as described above, it is possible to prevent the
Further, when the
Even if only one submerged
In this configuration, water is gradually filled from the lower submerged
In addition, since the water is completely submerged until the top submerged
It is preferable that the width of the
That is, it is necessary that the width of the
In addition, it is preferable that the width of 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.
100: sinking type offshore structure 101: outlet
102: connecting passage 103: inlet
110: main body 120: water immersion chamber
Claims (4)
A salvage step of lifting the sinking offshore structure (100) to an installation position of the ocean while the inlet (103) is closed;
By opening the inlet 103 to allow water to flow into the submerged chamber 120, by inflowing air through the outlet 101, the volume of the air in the submerged chamber 120 is reduced slowly, Sinking step of sinking while controlling the sinking speed of the sinking marine structure (100);
Construction method of a sinking marine structure capable of adjusting the sinking speed comprising a.
The immersion chamber 120 of the sinking marine structure 100 is formed in plurality up and down,
The inlet 103 is formed at a lower portion of the lower submerged chamber 120c of the plurality of submerged chambers 120,
The outlet 101 is formed in an upper portion of the top submerged chamber 120a of the plurality of submerged chambers 120,
Construction method of the sinking-type marine structure capable of adjusting the sinking speed, characterized in that the connection passage 102 is formed so as to connect the plurality of immersion chamber (120).
The width of the submerged chamber 120 is greater than the width of the inlet 103, the connecting passage 102 and the outlet 101, the construction method of the sinking-type marine structure capable of adjusting the sinking speed.
The width of the submerged chamber 120 is larger than the height, the construction method of the sinking-type marine structure capable of adjusting the sinking speed, characterized in that formed.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
KR1020120015160A KR20130093916A (en) | 2012-02-15 | 2012-02-15 | Construction method for offshore structure |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
KR1020120015160A KR20130093916A (en) | 2012-02-15 | 2012-02-15 | Construction method for offshore structure |
Publications (1)
Publication Number | Publication Date |
---|---|
KR20130093916A true KR20130093916A (en) | 2013-08-23 |
Family
ID=49217926
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
KR1020120015160A KR20130093916A (en) | 2012-02-15 | 2012-02-15 | Construction method for offshore structure |
Country Status (1)
Country | Link |
---|---|
KR (1) | KR20130093916A (en) |
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2012
- 2012-02-15 KR KR1020120015160A patent/KR20130093916A/en active Search and Examination
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
A201 | Request for examination | ||
E902 | Notification of reason for refusal | ||
AMND | Amendment | ||
E601 | Decision to refuse application | ||
AMND | Amendment |