KR20150131708A - A Marine Structure - Google Patents
A Marine Structure Download PDFInfo
- Publication number
- KR20150131708A KR20150131708A KR1020140058803A KR20140058803A KR20150131708A KR 20150131708 A KR20150131708 A KR 20150131708A KR 1020140058803 A KR1020140058803 A KR 1020140058803A KR 20140058803 A KR20140058803 A KR 20140058803A KR 20150131708 A KR20150131708 A KR 20150131708A
- Authority
- KR
- South Korea
- Prior art keywords
- recess
- wall portion
- depression
- wave
- sea
- Prior art date
Links
- 239000013535 sea water Substances 0.000 claims description 26
- 238000000034 method Methods 0.000 claims description 12
- 238000001035 drying Methods 0.000 claims description 2
- 244000025254 Cannabis sativa Species 0.000 claims 1
- 238000005553 drilling Methods 0.000 description 24
- 230000000994 depressogenic effect Effects 0.000 description 15
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 7
- 238000012986 modification Methods 0.000 description 5
- 230000004048 modification Effects 0.000 description 5
- PEDCQBHIVMGVHV-UHFFFAOYSA-N Glycerine Chemical compound OCC(O)CO PEDCQBHIVMGVHV-UHFFFAOYSA-N 0.000 description 2
- 238000013459 approach Methods 0.000 description 2
- 238000007667 floating Methods 0.000 description 2
- 238000005381 potential energy Methods 0.000 description 2
- 101150006257 rig-4 gene Proteins 0.000 description 2
- 238000005299 abrasion Methods 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000013016 damping Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000005065 mining Methods 0.000 description 1
- 239000002245 particle Substances 0.000 description 1
- 230000000750 progressive effect Effects 0.000 description 1
Images
Classifications
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B63—SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
- B63B—SHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING
- B63B35/00—Vessels or similar floating structures specially adapted for specific purposes and not otherwise provided for
- B63B35/44—Floating buildings, stores, drilling platforms, or workshops, e.g. carrying water-oil separating devices
-
- 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
- E21B15/00—Supports for the drilling machine, e.g. derricks or masts
- E21B15/02—Supports for the drilling machine, e.g. derricks or masts specially adapted for underwater drilling
Landscapes
- Engineering & Computer Science (AREA)
- Geology (AREA)
- Mechanical Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Fluid Mechanics (AREA)
- Environmental & Geological Engineering (AREA)
- Physics & Mathematics (AREA)
- Geochemistry & Mineralogy (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Chemical & Material Sciences (AREA)
- Combustion & Propulsion (AREA)
- Ocean & Marine Engineering (AREA)
- Revetment (AREA)
- Earth Drilling (AREA)
Abstract
An offshore structure is disclosed in which a door pool is formed on the hull.
The offshore structure includes a recess formed on the door frame, and the recess bottom portion or the recess wall portion includes a depression.
Description
BACKGROUND OF THE
Along with the development of submarine mining technology, drilling lines have been developed with drilling facilities suitable for marginal field or deep sea oil development. Conventional submarine drilling has been mainly used for a rig ship or a rigid platform for underwater drilling that can be sailed only by another tugboat and performs submarine drilling with anchorage at one point of the sea using a mooring device. In recent years, a drill ship, which is equipped with advanced drilling equipment and manufactured in the same form as a ship, has been developed and used for deep sea drilling.
In such an offshore structure for underwater drilling, a moon pool is formed for accessing various equipment for drilling. The moon pool is a rectangular parallelepiped or cylindrical space formed so as to penetrate vertically between the deck and the bottom of the hull. to be. In addition, an offshore structure for drilling and other drilling forms an auxiliary space in the interior of the drum to temporarily lower the drilling equipment, which is called a recess.
However, in the conventional drill ship, there is a problem that the crew working on the drilling equipment or the hull installed on the top of the drum can be damaged by the seawater flow generated in the recess.
Hereinafter, referring to FIG. 1, a principle of generating a large sea water flow in the recess will be described.
1 is a cross-sectional view partially showing a drillhose in which a recess in a conventional door is formed.
Sea waves generated by the wind are always present outside the
Sea waves can be classified into deep-sea waves and deep-sea waves depending on the relationship between depth and wavelength. Sea waves in the case where the water depth is deeper than one-half of the wavelength is called deep water waves and the sea depth is shallower than one- Is called a deep sea wave.
The deep-sea waves are also called longwaves, and water particles are subjected to elliptical motion by the frictional force of the seabed since they are affected by the seabed. The propagation velocity of the shallow wave is irrelevant to the wavelength and is related only to the depth of water. Therefore, the progressive velocity of the shallow wave slows down as the depth of water becomes shallower. As the propagation speed of the deep sea wave slows down, the kinetic energy that is reduced changes to the potential energy, so that as the coastal wave approaches the coast, the wavelength becomes shorter and the wave height becomes higher.
For example, in the case of a tsunami that has a characteristic of shallow waves, if a tsunami occurs with an extremely long wavelength of 100 to 200 kilometers in the distant sea due to an earthquake, However, as the tsunami approaches the shore, the depth of the tsunami becomes shallower, slowing down the process, reducing the wavelength to several kilometers, and increasing the tsunami to tens of meters.
When the
Hereinafter, the
As a technique for reducing seawater flow inside a conventionally recessed construction, there is a floating structure of Korean Patent Laid-Open No. 10-2011-0027404. The hull includes a hull having a door pool for drilling, a recess formed at a lower end of a stern side of the door pool, and a damping plate installed at a side of the stern of the door pool.
However, such a conventional floating structure does not provide a solution to the fundamental cause of the large sea water flow, but merely provides a structure for passively reducing the sea water flow, There was a limit to preventing damage.
SUMMARY OF THE INVENTION It is an object of the present invention to solve the problem of the conventional art and to solve the cause of generation of a wave having a high wave height in a recess through a change in the structure of a bottom surface of a recess, The purpose of the present invention is to provide an offshore structure that is constructed to prevent damages caused by drilling equipment or crew members from being caused by sea waves due to changes in the structure of the ship.
According to an aspect of the present invention, there is provided an offshore structure having a doorpost formed on a hull, comprising a recess formed on the doorpath, wherein the recess bottom wall portion or the recess wall portion includes a depression , Marine structures are provided.
The recess bottom portion and the recess wall portion may all include depressions.
The recess formed in the recess wall portion may be connected to the recess formed in the recess bottom portion.
And a depression formed in the recess bottom portion may be formed on the recess wall portion side.
The depressed portion formed in the recess bottom surface may include an inclined surface that deepens the depth of the seawater in the compartment so that the recessed portion is directed toward the recess wall portion.
The recess formed in the recess bottom wall portion or the recess bottom wall portion may have a length equal to the width of the door frame.
The recess formed in the recess wall portion may include a damper on an upper portion or a lower portion.
The recess formed in the recess wall portion may include a damper on the upper and lower sides.
According to another aspect of the present invention, there is provided a method of drying an offshore structure for preventing damages caused by seawater flowing in a door frame, the method comprising: forming a recess on the door frame; And forming a depression in the recess bottom wall portion or the recess wall portion.
According to the marine structure of the present invention, it is possible to mitigate the phenomenon of generation of a sea wave having a large wave height in the recess even if the sea wave inside the interior of the interior has a characteristic of a shallow wave due to a change in the structure of the bottom surface of the recess. In addition, even if seawater flow occurs in the doorpath through the change in the structure of the wall of the recess, the seawater can be prevented from reaching the drilling equipment or the upper part of the hull.
As described above, according to the marine structure of the present invention, it is possible to prevent damage to the drilling equipment or a risk to the crew due to the large sea water flow in the recess due to a change in the structure of the bottom surface portion or the wall portion.
1 is a cross-sectional view partially showing a drillhose in which a recess in a conventional door is formed.
2 is a schematic structural view showing an offshore structure according to a first preferred embodiment of the present invention.
3 is a schematic structural view showing a marine structure according to a modification of the first preferred embodiment of the present invention.
FIG. 4 is a schematic structural view showing an offshore structure according to a second preferred embodiment of the present invention.
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS Hereinafter, preferred embodiments of the present invention will be described in detail with reference to the accompanying drawings. The offshore structures of the following embodiments may be all vessels for subsea drilling in which recesses are formed in a portal, such as a league line, a drill ship, and the like. In addition, the following examples can be modified in various forms, and the scope of the present invention is not limited to the following examples.
2 is a schematic block diagram illustrating an ocean structure according to a first preferred embodiment of the present invention.
Referring to Figure 2, the offshore structure of the present embodiment comprises a platform 2; And a
The door frame 2 is formed to penetrate the
The
2, the
When the depth of the sea water above the depression (3a) is deepened, even if the sea wave inside the door pool (2) has a characteristic of a deep sea wave, the progress speed of the deep sea wave accelerates as the depth of water deepens, The traveling speed of the slow wave is accelerated as the wave moves toward the recess wall portion 2a. When the propagation velocity of the wave is increased, the potential energy of the wave is converted into kinetic energy, so that the phenomenon of generating a wave having a large wave height in the
2, the width w1 of the side portion of the
The height h of the side surface of the
FIG. 3 is a schematic structural view showing a marine structure according to a modification of the first preferred embodiment of the present invention.
3, an offshore structure according to the present embodiment includes a platform 2, which is similar to the offshore structure according to the first embodiment; And a
2 and 3, when the
FIG. 4 is a schematic configuration view showing an offshore structure according to a second preferred embodiment of the present invention.
Referring to Fig. 4, the marine structure of the present embodiment, like the marine structure according to the first embodiment, comprises a portal 2; And a
However, the
A
3 and 4, a marine structure according to a modification of the second preferred embodiment includes a recessed
2 to 4,
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 and scope of the invention. It is.
1: Hull 2:
2a:
3:
3b: slope 3c: corner
3d: recess bottom 4: drilling rig
5a, 5b: wave 6: damper
Claims (9)
And a recess formed in the upper portion of the door frame,
Wherein the recess bottom portion or the recess wall portion includes a depression.
Wherein the recess bottom portion and the recess wall portion both include depressions.
And a depression formed in the recess wall portion is connected to a depression formed in the recess bottom portion.
And a depression formed in the recess bottom portion is formed on the side of the recess wall portion.
Wherein the depression formed in the recess bottom surface includes an inclined surface that deepens the depth of the sea water in the compartment toward the recess wall surface.
Wherein a recess formed in the recess bottom surface portion or the recess wall portion is formed to have the same length as the width of the door frame.
Wherein the recess formed in the recess wall portion includes a damper on an upper portion or a lower portion.
Wherein the recess formed in the recess wall portion includes a damper on the upper portion and a damper on the lower portion.
Forming a recess in the upper portion of the door frame; And
And forming a depression in the recess bottom wall portion or the recess wall portion.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
KR1020140058803A KR20150131708A (en) | 2014-05-16 | 2014-05-16 | A Marine Structure |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
KR1020140058803A KR20150131708A (en) | 2014-05-16 | 2014-05-16 | A Marine Structure |
Publications (1)
Publication Number | Publication Date |
---|---|
KR20150131708A true KR20150131708A (en) | 2015-11-25 |
Family
ID=54845495
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
KR1020140058803A KR20150131708A (en) | 2014-05-16 | 2014-05-16 | A Marine Structure |
Country Status (1)
Country | Link |
---|---|
KR (1) | KR20150131708A (en) |
-
2014
- 2014-05-16 KR KR1020140058803A patent/KR20150131708A/en not_active Application Discontinuation
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