MARINE STRUCTURE PLATFORM HAVING MOVEMENT DAMPING FUNCTION AND SUBMERSIBLE MARINE STRUCTURE HAVING SAME
20170320543 · 2017-11-09
Inventors
- Key Yong HONG (Daejeon, KR)
- Kang Su LEE (Incheon, KR)
- Jong Su CHOI (Daejeon, KR)
- Kyong Hwan KIM (Daejeon, KR)
- Se Wan PARK (Daejeon, KR)
Cpc classification
B63B35/4413
PERFORMING OPERATIONS; TRANSPORTING
B63B2039/067
PERFORMING OPERATIONS; TRANSPORTING
B63B1/107
PERFORMING OPERATIONS; TRANSPORTING
B63B2001/128
PERFORMING OPERATIONS; TRANSPORTING
International classification
Abstract
The present invention provides a marine structure platform including: horizontal connecting parts which are disposed under the seawater and connected to one another in a lattice structure; vertical connecting parts which are installed uprightly at four corners of the horizontal connecting parts and protrude from the seawater; and movement damping parts which are extended at the four corners from the vertical connecting parts along the horizontal connecting parts adjacent to one another, the movement damping parts having a plate shape so as to define a vertical gap therebetween.
Claims
1. A marine structure platform is comprised of: horizontal connecting parts which are disposed on the sea and connected to one another in a lattice structure; vertical connecting parts which are installed uprightly at four corners of the horizontal connecting parts and protrude from the seawater; and movement damping parts which are extended at four corners from the vertical connecting parts along the horizontal connecting parts adjacent to one another, the movement damping parts with a plate shape so as to define a vertical gap therebetween.
2. The marine structure platform of claim 1, wherein the movement damping part includes a pair of movement damping plates which defines the gap and is opened along an interior of the horizontal connecting parts.
3. The marine structure platform of claim 2, wherein outer circumferences of the pair of movement damping plates surrounded by the horizontal connecting parts are formed in a polygonal shape, a circular shape, or a fan shape.
4. The marine structure platform of claim 2, wherein a vortex inducing hole is formed in the pair of movement damping plates so as to vertically penetrate the pair of movement damping plates, and the vortex inducing hole is formed to expose a part of the vertical connecting part.
5. The marine structure platform of claim 4, wherein a part of an inner circumference of the vortex inducing hole surrounded by the horizontal connecting parts is formed to have a shape corresponding to a shape of an outer circumference of each of the pair of movement damping plates.
6. The marine structure platform of claim 2, wherein one or more vertical reinforcing members are installed in a space between the pair of movement damping plates so as to connect and support the pair of movement damping plates.
7. The marine structure platform of claim 6, wherein the vertical reinforcing member is formed in a cylindrical shape, a circular column shape, a quadrangular container shape, a square column shape, or an I-beam shape.
8. The marine structure platform of claim 7, wherein a radial reinforcing member is formed on at least one of the pair of movement damping plates, and the radial reinforcing member is formed along an inner surface of the movement damping plate so as to connect a circumference of the vertical reinforcing member and a circumference of the movement damping plate.
9. A semi-submersible marine structure comprising the marine structure platform according to claim 1.
10. A semi-submersible marine structure comprising the marine structure platform according to claim 2.
11. A semi-submersible marine structure comprising the marine structure platform according to claim 3.
12. A semi-submersible marine structure comprising the marine structure platform according to claim 4.
13. A semi-submersible marine structure comprising the marine structure platform according to claim 5.
14. A semi-submersible marine structure comprising the marine structure platform according to claim 6.
15. A semi-submersible marine structure comprising the marine structure platform according to claim 7.
16. A semi-submersible marine structure comprising the marine structure platform according to claim 8.
Description
DESCRIPTION OF DRAWINGS
[0022]
[0023]
[0024]
[0025]
[0026]
[0027]
[0028]
[0029]
BEST MODE
[0030] Hereinafter, a marine structure having a marine structure platform according to the present invention will be described with reference to the accompanying drawings.
[0031] The marine structure according to the present invention is a semi-submersible marine structure which is a facility that is moored on the sea and performs combined cycle power generation.
[0032]
[0033] Referring to
[0034] The marine structure platform broadly includes horizontal connecting parts 100, vertical connecting parts 200, and movement damping parts 300.
[0035] Horizontal Connecting Part 100
[0036] The horizontal connecting parts 100 have a lattice structure, and the horizontal connecting parts 100 are disposed on the sea. Here, the horizontal connecting parts 100 include pontoons 110.
[0037] That is, the horizontal connecting parts 100 include the pontoons 110 that define a frame having a lattice structure.
[0038] Of course, in the present invention, an example in which the horizontal connecting parts 100 have a lattice structure is representatively described, but other structures may be applied instead of the lattice structure.
[0039] Vertical Connecting Part 200
[0040] The vertical connecting part 200 according to the present invention is configured as a column 210 having a shape like a vertical frame.
[0041] The vertical connecting parts 200 are installed at four corners of the horizontal connecting parts 100 so as to be perpendicular to the horizontal connecting parts 100.
[0042] Therefore, a total of four vertical connecting parts 200 may be provided.
[0043] In addition, the four vertical connecting parts 200 may protrude from the sea at the four corners of the horizontal connecting parts 100.
[0044] Although not illustrated in the drawings, a deck of the marine structure may be installed at an upper end of each of the vertical connecting parts 200.
[0045] Movement Damping Part 300
[0046] As illustrated in
[0047] Hereinafter, the four sections are referred to as corner regions EA. Therefore, the four corner regions EA are formed between the horizontal connecting parts 100 and the vertical connecting parts 200 according to the present invention.
[0048] The movement damping parts 300 according to the present invention are installed in the four corner regions EA.
[0049] Referring to
[0050] Here, the pair of movement damping plates 310 may have the same size and the same shape.
[0051] The movement damping plate 310 has a plate body which includes a pair of connecting surfaces S1 that form a right angle therebetween, and a circumferential surface S2 that connects the pair of connecting surfaces S1 so as to define an outer circumference.
[0052] That is, one corner of the plate body is connected to the column 210, and the pair of connecting surfaces S1 is extended from one corner along the two pontoons 110 adjacent to the plate body.
[0053] In addition, the circumferential surface S2 is formed in a polygonal shape, and particularly, the circumferential surface S2 may be cut out to define three surfaces.
[0054] Further, the corner of the plate body is formed to be fitted with a circumference with the corresponding column 210, and the corner of the plate body may be connected to the column 210 by welding.
[0055] In addition, the portions, which define the connecting surfaces S1 of the plate body, may be installed on upper or lower surfaces of the two pontoons 110 by welding.
[0056] Meanwhile, the pair of movement damping plates 310 includes an upper movement damping plate 311 and a lower movement damping plate 312.
[0057] The upper and lower movement damping plates 311 and 312 have the same shape, and the upper and lower movement damping plates 311 and 312 are installed in each of the corner regions EA.
[0058] The upper movement damping plate 311 is installed on the upper surfaces of the two pontoons 110 in the corresponding corner region EA, and the lower movement damping plate 312 is installed on the lower surfaces of the two pontoons 210 in the corresponding corner region EA.
[0059] Therefore, the upper and lower movement damping plates 311 and 312 are disposed to face each other vertically.
[0060] A space having a gap G is formed between the upper and lower movement damping plates 311 and 312, and the space is opened toward one side.
[0061] In the present invention, supporting force may be increased since the movement damping plates 310 are installed on the upper and lower surfaces of the two pontoons 110, respectively, in each of the four corner regions EA as described above.
[0062] As illustrated in
[0063] Here, the occurrence of the vortex is decreased as the thickness of the movement damping plates 310 is increased, such that viscous damping is decreased.
[0064] Therefore, the occurrence of the vortex is increased, such that the viscous damping may be increased, and a movement reducing effect may be maximized.
[0065] In addition, in the present invention, the movement damping plates 310, instead of a single plate, are configured to be separated from each other vertically in each of the corner regions EA, and this configuration may be advantageous in reducing movements of the structure.
[0066]
[0067] Referring to
[0068] In addition, as illustrated in
[0069]
[0070] Referring to
[0071] The reinforcing part 400 includes vertical reinforcing members 410 and radial reinforcing members 420.
[0072] One or more vertical reinforcing members 410 are provided and installed between the pair of movement damping plates 310.
[0073] The vertical reinforcing member 410 is formed in a cylindrical shape, a circular column shape, a quadrangular container shape, a square column shape, or an I-beam shape.
[0074] An upper end of the vertical reinforcing member 410 supports a lower surface of the upper movement damping plate 311, and a lower end of the vertical reinforcing member 410 supports an upper surface of the lower movement damping plate 312.
[0075] Particularly, the vertical reinforcing member 410 may be fixed to the upper and lower movement damping plates 311 and 312 by welding.
[0076] In addition, in a case in which a single vertical reinforcing member 410 is installed, the single vertical reinforcing member 410 may be installed at a central portion of the movement damping plates 310.
[0077] Furthermore, the radial reinforcing members 420 are installed on at least one of the pair of movement damping plates 310.
[0078] The radial reinforcing members 420 are installed along an inner surface of the movement damping plate 310 so as to connect a circumference of the vertical reinforcing member 410 and a circumference of the movement damping plate 310.
[0079]
[0080] The radial reinforcing members (radial stiffener) 420 are formed to be radially extended from the circumference of the vertical reinforcing member 410.
[0081] Here, an end of the radial reinforcing member 420 is connected to an outer periphery of the lower movement damping plate 312.
[0082] With the aforementioned configuration, the movement damping plates 310 of the movement damping part 300, which is installed in each of the four corner regions EA in the present invention, are supported by the vertical reinforcing members 410 and the radial reinforcing members 420, and as a result, it is possible to solve a problem of warping of the structure caused by external force such as waves in the sea, and it is possible to easily disperse and eliminate the external force.
[0083]
[0084] Referring to
[0085] The vortex inducing hole 320 is formed to penetrate the pair of movement damping plates 310, and particularly, the vortex inducing hole 320 is formed such that the column 210 is exposed in the corresponding corner region EA.
[0086] In addition, a shape of the vortex inducing hole 320 may be correspond to a shape of the movement damping plates 310.
[0087] Therefore, in the present invention, since the vortex inducing hole 320 is formed in the movement damping part 300 installed in each of the four corner regions EA, a vortex is easily formed in each of the corner regions EA, thereby efficiently reducing movements of the structure.
[0088]
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[0090]
[0091]
[0092] Here, RAO (response amplitude operator) is an indication for indicating a magnitude of a movement of the structure, and ‘Wave frequency’ is an indication for indicating properties of waves.
[0093] According to the exemplary embodiment of the present invention with the aforementioned configurations and operations, a heaving motion, a rolling motion, and a pitching motion on the sea may be efficiently damped, and as a result, the marine structure may be stably moored on the sea.
[0094] In addition, according to the exemplary embodiment of the present invention, it is possible to improve supporting force at the portion where the pontoon and the column are connected to each other, thereby ensuring stability of the structure on the sea.
[0095] While the specific exemplary embodiments related with the marine structure having the marine structure platform according to the present invention have been described above, the exemplary embodiments may be modified to various exemplary embodiments without departing from the scope of the present invention.
[0096] Therefore, the scope of the present invention should not be limited to the described exemplary embodiment, but should be defined by the appended claims and the equivalents of the claims.
[0097] Accordingly, it should be understood that the aforementioned exemplary embodiment is described for illustration in all aspects and is not limited, and the scope of the present invention shall be represented by the claims to be described below, instead of the detailed description, and it should be construed that all of the changes or modified forms induced from the meaning and the scope of the claims, and an equivalent concept thereto are included in the scope of the present invention.