WO2012030123A2

WO2012030123A2 - Offshore floating wind turbine apparatus having a compression structure comprising floating support lines

Info

Publication number: WO2012030123A2
Application number: PCT/KR2011/006366
Authority: WO
Inventors: 강덕수
Original assignee: Kang Deok Soo
Priority date: 2010-08-30
Filing date: 2011-08-29
Publication date: 2012-03-08
Also published as: WO2012030123A3; KR101240722B1; KR20120021238A

Abstract

The present invention relates to an offshore floating wind turbine apparatus having a compression structure comprising floating support lines. More particularly, the offshore floating wind turbine apparatus includes a plurality of floating support lines (109) diagonally connected to the bottom of the sea at a deep depth of water and a plurality of inverted-triangular cables (127) connected to the floating support lines (109) with inward and downward tension. The upper portion of each of the inverted triangular cables has an expanded area for supporting a vertical type floating structure (106) on which the wind turbine is installed, and fixes the upper and lower ends of the vertical type floating structure (106), thereby maintaining a floating center. Also, the compression structure with floating support lines may be actively adjusted in height by mechanical devices within the vertical type floating structure (106) when the sea level changes, strong wind blows, or the wind turbine is being repaired.

Description

Offshore wind power generator with floating support compression structure

The present invention relates to an offshore floating wind power generator having a floating support compression structure, and more particularly, has a plurality of floating support lines 109 formed in diagonal lines at a deep seabed and has a tensile force in the inner and lower directions of the floating support lines. Comprising a plurality of inverted triangular cable 127, the upper portion of the reverse triangular cable 127 is to widen the area supported by the vertical floating structure 106, the wind turbine is installed, the upper end of the vertical floating structure 106 Floating support line compression structure that can maintain the floating center by fixing the bottom and bottom, and at the same time to actively adjust the height of the sea level change and strong wind or wind turbine maintenance by the mechanical device inside the vertical floating structure 106 It relates to a floating wind power generator.

Wind is generated due to the pressure difference between regions, and wind power generation using wind, which is natural energy, is spotlighted as an alternative to pollution-free energy. Such wind power generation is accompanied by limitations on land due to the requirements of ① wind frequency, ② wind speed uniformity, ③ wind direction and turbulence, and ④ large area location according to the separation distance between power generation facilities. Due to problems such as natural landscape damage, research on the use at sea is being actively conducted.

The offshore wind speed is about 1,5 times that of the land wind, and the farther it is from the land, the less the wind speed decreases, the continuous strong wind blows, the less the wind speed and wind direction changes, and the location problems required for power generation facilities can be solved. Although there is an advantage, the development is slower than onshore wind power due to safety and economical problems.

The structure for offshore wind power generation includes a fixed wind power generation method for fixing the support of a wind turbine generator on the foundation of a subsea foundation, and a floating type for fixing the support of the wind turbine generator 101 to an offshore floating structure. There is wind power generation, and US Patent Registration No. 07456515 (2008.11.25) shows offshore offshore wind power generators installed on a fixed support fixed to the sea floor. Doing.

The fixed offshore wind power generator is more efficient than onshore wind power, but has a problem that the location to be installed in accordance with economic problems and limitations of offshore civil engineering is limited to the offshore. Floating wind power generation system has been proposed.

Korean Laid-Open Patent No. 2003-7001174 (2003.05.09) installs a power generation facility on a semi-submersible floating structure on the sea and installs a restoring moment to fix the semi-submersible oil with a fixed mooring cable fixed to a fixed anchor on the sea bottom. Offshore offshore wind power generators are proposed for fixing structures.

Korean Patent No. 10-0900500 (2009.05.26) places a vertical support 104 in which power generation facilities are installed in the center of a wide dispersion floating structure, and radially spreads the vertical support to the wide dispersion floating structure. A marine offshore wind power generator has been proposed in which a wide mooring structure is moored by a gravity anchor on a sea bottom and a floating mooring cable fixed to a fixed anchor.

U.S. Patent Publication No. 2009-0072544 (2009. 03. 19) locates a power plant on an expandable modular floating structure, which suspends a weight counterweight on a vertical support extending underwater and a fixed anchor on the sea floor. A floating offshore wind turbine generator is proposed to moor modular floating structures with floating mooring cables.

The characteristics of the existing offshore offshore wind power generators described above are structures for the purpose of solving the problem of maintaining the floating center of the power plant and adjusting the height of the power plant according to the water level change. As the vertical center of the floating structure is inclined due to the wind pressure, the power generation efficiency drops and the safety of the power plant is not solved.

Moreover, the differences between tides, which show great differences depending on the region due to factors such as coastal and seabed topography and current flows, add to the difficult problem of maintaining floating centers and active height control at the same time. I'm making it.

On the other hand, in the conventional conventional technology, the floating structure in which the wind generator is installed is formed with a large diameter to pursue a method of maintaining the floating center, or by installing a heavy material on the formed floating structure, the floating of the wind power generator by the center of gravity The method of maintaining the center was pursued, but the size of the floating structure and the method of centering the weight of the heavy structure were a heavy burden on the floating structure under heavy wind generator loads. The production of large floating structures that can cope with the deformation of the system has had many technical limitations due to economic problems.

The present invention was devised to solve the above problems, and an object of the present invention is to maintain a stable center of gravity even in the wind pressure applied to the power generation facilities in the offshore floating wind power generator and to actively change the water level through height adjustment The present invention provides a floating offshore wind power generator having a floating support compression structure.

In order to achieve the above object, the offshore floating wind power generator having the floating support line compression structure of the present invention is an offshore floating wind power generator having the wind power generator 101, and the vertical support on which the wind generator 101 is installed. (104) and the vertical support structure 106 is inserted into the vertical support 104 in the center of the vertical floating structure 106 is provided with a height adjusting means 134 for adjusting the height of the vertical support 104 therein; The upper part fixing plate 113 installed on the vertical floating structure 106, the lower part fixing plate 114 installed on the lower part of the vertical floating structure 106, and the upper part fixing plate 113 and the bottom surface 140 ) A plurality of floating support lines 109 connecting diagonally, and a central assembly 128 is connected to one end and the other end is fixed to the bottom of the vertical floating structure 106, the bottom of the bottom ) And one end of the upper fixing plate ( 113) and the other end is connected to the gathering unit 128 provided below through the lower fixing plate 114, and is installed in the floating support line 109 in the same number as the number of the floating support lines 109. The reverse triangular cable 127 and the reverse triangular cable 127 corresponding to each of the floating support lines 109 and the respective floating support lines 109 are fastened to each reverse triangular cable 127 to the outside. Controller for controlling the height adjusting means 134 is fastening means 117 to be refracted, the water level meter 138 installed on the vertical support 104 to detect the water level and the water level signal of the water level meter 138 And 136.

At this time, further includes a horizontal floating structure 105 is installed to surround the upper fixing plate 113 to the outside, the floating support line 109 is connected to the horizontal floating structure 105 and the bottom surface 140 by diagonal lines. It can be configured to.

The floating support line 109 is preferably configured to penetrate upward from the lower side of the upper fixing plate 113, or the floating support line 109 is configured to penetrate upward from the lower side of the horizontal floating structure 105. .

In addition, the reverse triangular cable 127 is configured to penetrate from the lower side of the lower fixing plate 114 to the upper side, and the reverse triangular cable penetrating the lower fixing plate 114 penetrates from the lower side of the upper fixing plate 113 to the upper side. It is preferably configured to.

The fastening means 117 is provided with a pulley to which the reverse triangular cable 127 is mounted on one side and a fixed pulley 118 configured to be joined to the floating support line 109, or a structure to which two pulleys are connected. It is assumed that one of the pulley pulley 119 is configured to take the reverse triangular cable 127 on one pulley and the floating support line 109 on the other pulley.

In addition, it is preferable that the horizontal floating structure 105 further comprises a branch cable 110 for further connecting the floating support line 109.

The height adjusting means is a hydraulic system including a hydraulic cylinder 123 installed inside the vertical floating structure 106 to raise or lower the vertical support 104, and a hydraulic pump for operating the hydraulic cylinder 123. 124.

Alternatively, the height adjusting means includes a lift cable 126 connected through a lift pulley 125 to raise or lower the vertical support 104 and a winch 132 to wind up or down the lift cable 126. Can be.

The vertical floating structure 106 and the vertical support 104 may further comprise a seawater blocking membrane 143 installed on the vertical floating structure 106 to prevent the inflow of seawater.

The upper end of the vertical floating structure 106 is fixed by the upper end fixing plate 113 supported by the floating support line 109 through the present invention, the lower end fixing plate 114 supported by the reverse triangular cable 127 Through the structure in which the lower end portion of the vertical floating structure 106 is fixed, it is possible to maintain a stable vertical state even under strong waves or wind, and also the vertical support 104, the height adjustment means of the vertical floating structure 106 107) It is possible to cope by lowering the height of the wind turbine 101 actively in the typhoon situation with strong wind speed when changing the water level of the sea level, maintenance of the wind turbine, so that the height can be adjusted by moving up and down inside.

1 is a perspective view showing the overall appearance of an offshore floating wind power generator having a floating support line compression structure according to the first invention of the present invention,

Figure 2 is a perspective view showing an upper portion of the offshore floating wind power generator having a floating support line compression structure according to the first invention of the present invention,

Figure 3 is a perspective view showing the overall appearance of the offshore floating wind power generator having a floating support line compression structure according to the second invention of the present invention,

4 is a perspective view showing an upper portion of an offshore floating wind power generator having a floating support line compression structure according to a second invention of the present invention;

Figure 5 is an exploded perspective view showing the components of the offshore floating wind power generator having a floating support line compression structure according to the second invention of the present invention,

6 is a partial perspective view showing a state in which a fixed pulley is applied as a fastening means;

7 is a partial perspective view showing a state in which the pulley is applied as a fastening means;

8 is a partial perspective view showing the upper fixing plate is installed roller;

9 is a partial perspective view showing a lower portion fixing plate,

10 is a partial perspective view showing an upper end fixing plate and a roller fixed to a central portion of a horizontal floating structure;

11 is an exemplary view showing a vertical floating structure configured with a height adjustment means cradle;

Figure 12 is an exemplary view showing a state of the hydraulic cylinder which is the height adjusting means inside the vertical floating structure configured with a height adjusting means cradle,

Figure 13 is an exemplary view showing a state of the support frame surrounding the height adjusting means inside the vertical floating structure, the height adjusting means cradle is configured,

14 is an exemplary view showing a lift structure that is a height adjusting means inside the vertical floating structure is configured with a height adjusting means holder;

FIG. 15 is a partial perspective view illustrating a vertical support and a vertical floatation structure in which a seawater blocking membrane having wrinkles is installed.

In the offshore floating wind power generator having a floating support line compression structure, the compression structure refers to a tension structure in which a plurality of inverted triangular cables 127 pull the floating support line 109 inward to compress the floating support line. Through the structure is to support the top and bottom of the vertical support 104, the wind turbine 101 is installed. Hereinafter, with reference to the accompanying drawings will be described in detail the structure of the offshore floating wind power generator having a floating support line compression structure of the present invention.

1 is a perspective view showing the overall appearance of the offshore floating wind power generator having a floating support line compression structure according to the first invention of the present invention, Figure 2 is a floating offshore wind power having a floating support line compression structure according to the first invention of the present invention It is a perspective view which shows the upper part of a generator.

As shown in FIGS. 1 and 2, a vertical support 104 is provided on which a wind turbine 101 having a wind turbine 102 and a rotor 103 rotated by wind is installed.

Below the vertical support is provided a vertical floating structure 106 is inserted into the vertical support 104 in the center to move up and down. The inside of the vertical floating structure 106 is a height adjusting means holder 107 is formed in the frame shape height adjusting means 134 for adjusting the height of the vertical support 104 in the vertical floating structure 106. Is installed, and the vertical support 104 is inserted above the vertical floating structure 106.

A donut-shaped upper end fixing plate 113 is installed at the upper portion of the vertical floating structure 106 so that the vertical support 104 can be inserted and moved up and down, and the lower portion of the vertical floating structure 106 is disc-shaped. The fixing plate 114 is installed.

The vertical floatation structure 106 is made of a structural steel, steel plate or concrete, etc. in one-piece having a buoyancy as a whole, or in consideration of the economic aspects required for manufacturing, the outside of the vertical floatation structure 106 in the form of a tube Air bag or various types of buoyancy material can be fixed to have a great buoyancy. In addition, when the vertical floatation structure 106 is installed, a heavy object is suspended from the lower portion of the vertical floatation structure 106, or a portion of the vertical floatation structure 106 is submerged in water by filling seawater in the vertical floating structure 106. After the installation, the heavy material is removed or the seawater is discharged so that the vertical floating structure 106 rises near the sea surface so that the floating support line 109 and the reverse triangular cable 127 are subjected to strong tensile force.

The upper end fixing plate 113 is fixed to the bottom surface 140 through a plurality of floating support lines 109 connected along the outer circumferential surface. That is, one end of the floating support line 109 is connected to the upper end fixing plate, and the other end of the floating support line 109 is connected to the floating support anchors 112 fixed to the bottom surface 140, and the floating support anchors 112 are connected to the sea bottom. The surface 140 is fixed to form a circle.

In this case, the floating support lines 109 form an oblique line. The angle of the floating support line 109 and the sea bottom 140 may vary depending on the depth of the water and the bottom of the installation place. Preferably, the floating support line 109 and the bottom 140 are connected to form a 45 degree vertical distance. It should have a supporting area with a diameter of twice.

The center cable anchor 133 is fixed to the bottom surface 140 of the center of the circle formed by the lower side fixing plate 114, preferably the plurality of floating support anchors 112, and the center cable anchor 133 The aggregation stand 128 is installed through the center cable 129 to be connected.

The upper fixing plate 113 and the gathering table are connected through an inverted triangular cable 127 provided with the same number as the number of the floating support lines 109. In this case, the reverse triangular cable 127 is installed to penetrate the lower fixing plate 114 from the upper side to the lower side, and each reverse triangular cable 127 at a position corresponding to each floating support line 109 has a respective fastening means ( 117 is fastened so that the reverse triangular cable 127 is bent outward to have a tensile force.

The reverse triangular cable 127 connected to the upper fixing plate 113 passes through the lower fixing plate 114 and passes through the fastening means 117 to have a tensile force uniformly distributed in diagonal and horizontal directions through the fastening means 117. It is fastened to the floating support line 109 by applying a tensile force in the inner direction of the floating support line 109 to prevent the shaking of the floating support line 109, it is possible to increase the area supported by the lower end of the vertical floating structure 106.

In the marine floating wind turbine generator 100 having a floating support compression structure of the present invention, the vertical floating structure 106 is below the surface of the water and the vertical support 104 is installed to rise above the surface of the water. At this time, the upper part of the vertical support 104, the controller 136 for controlling the height adjusting means 134 by receiving the water level signal or manual input signal of the water level meter 138 and the water level meter 138 for generating a water level signal ) Is installed.

The controller 136 operates the height adjusting means 134 by the water level signal of the water gauge 138 or a signal input manually to cause the vertical support 104 to rise or fall.

Figure 11 is an exemplary view showing a vertical floating structure configured with a height adjustment means cradle, Figure 12 is an exemplary view showing a state of the hydraulic cylinder which is a height adjusting means inside the vertical floating structure is configured with a height adjustment means cradle, Figure 13 Is an exemplary view showing a state of the support frame surrounding the height adjusting means inside the vertical floating structure configured with the height adjustment means cradle, Figure 14 is a lift structure that is a height adjusting means inside the vertical floating structure configured with the height adjustment means cradle The illustrated example is also shown.

The height adjustment means 134 is a height adjustment means holder 107 is installed in the vertical floating structure 106, as shown in Figure 11 to raise the vertical support 104 up or down As can be implemented in various ways, the present invention provides two representative methods.

The first method for implementing the height adjustment means 134 is a hydraulic cylinder 123 to raise or lower the vertical support 104 inside the vertical floating structure 106 by using a hydraulic cylinder as shown in FIG. ) And the hydraulic system 124 including the hydraulic pump and the oil tank for operating the hydraulic cylinder 123. Power for operating the hydraulic system 124 may be supplied via a power line 137 connected to the wind turbine 101.

The second method for the implementation of the height adjustment means 134 is to use a lift method as shown in Figure 14 lift cable 126 connected via a lift pulley 125 to raise or lower the vertical support 104. Is connected to one side of the vertical support 104, and the winch 132 to serve to raise or lower the vertical support 104 by winding the lift cable 126. Power for operating the winch 132 may be supplied through a power line 137 connected to the wind turbine 101.

FIG. 13 shows a state of the support frame 135 surrounding the height adjusting means 134 so that the height adjusting means 134 can be maintained vertically. In general, it has a structure similar to a crane's variable length boom and can be adjusted up and down length of a large number of frames that can gradually increase the internal size toward the lower side, or the internal size gradually to the upper side can be larger than the lower specification Is installed so as to surround the height adjusting means 134, while supporting the heavy wind generator 101 of the heavy omission to protect the height adjusting means 134 from being subjected to excessive force due to the influence of wind or waves.

In addition, although not shown in the figure, the height adjusting means 134 is preferably provided with a brake device that can hold the vertical support 104 so that the vertical support 104 can be fixed to a set height.

Figure 6 is a partial perspective view showing a state in which a fixed pulley is applied as a fastening means, Figure 7 is a partial perspective view showing a state in which a floating pulley is applied as a fastening means.

The fastening means 117 is for the reverse triangular cable 127 to have a tensile force in the outward direction through the floating support line 109, the reverse triangular cable 127 between the lower fixing plate 114 and the fastening means 117 ) To be horizontal, and between the fastening means 117 and the assembly stand 128, the inverted triangular cable 127 is connected to be inclined inward.

As shown in FIGS. 1 and 2 and 6, the fastening means 117 is provided with a pulley on which an inverted triangular cable 127 is mounted on an inner side and a fixed pulley 118 fixed to the floating support line 109 to the outside. 3 or 4 and 7, as shown in FIGS. 3 to 4 and 7, the pulley is connected to the inside and the outside, and the inner pulley is fastened to the reverse triangular cable 127 and the outer pulley to the floating support line 109 This hanging pulley 119 can be used.

At this time, the tensioning force is applied in the direction of the floating support line 109 by the fastening means 117, and the inverted triangular cable 127 having an inverted triangular shape is formed in a diagonal line through the gathering unit 128, and the inverted triangular cable Maintaining an angle of 127 with the bottom surface 140 at least 70 degrees is suitable for preventing the flow of the floating support line 109.

The floating support line 109 is installed from the lower side of the upper part fixing plate 113 to the upper side fixing plate 113 so as to easily install or install the offshore floating wind power generator 100 having the floating support line compression structure of the present invention. Can be installed to penetrate. In the accompanying drawings as shown in FIGS. 1 and 2, one floating support line is selected and illustrated as an example, but all floating support lines may be selected according to a user's selection.

The penetrating floating support line 109 is configured to be pulled vertically through the direction control pulley (141a) to pull the floating support line extending out of the sea surface by using a marine crane, etc. The position of the 100 can be corrected in each direction.

After the position correction, the floating support line is fixed through the floating support line fixing 111 in the through portion in contact with the upper fixing plate 113. The floating support line fixing unit 111 has a ring-shaped means for fixing the chain by fixing the chain according to the shape of the floating support line, or configured in the shape of a wedge formed of a plurality of pieces, to enable the fixing of the floating support line 109. .

In addition, it is desirable to preserve the extra floating support line that has risen to the sea level after fixing, without cutting in case of additional position correction later.

Similarly, the reverse triangular cable penetrating upward from the lower side of the lower fixing plate 114 is configured to penetrate from the lower side of the upper fixing plate 113 to the upper side, and pulls the penetrated reverse triangular cable 127 using the marine crane or the like. With the zoom, the position of the offshore floating wind power generator 100 having the floating support line compression structure can be corrected in each direction.

Likewise, the upper fixing plate 113 and the lower fixing plate 114 are provided with a plurality of direction control pulleys 141b for adjusting the position so that the floating support line or the reverse triangular cable penetrated upward is vertically pulled, and the position correction is described above. The reverse triangular cable penetrating the upper fixing plate 113 is fixed through the reverse triangular cable fixing unit 142 in the same manner as fixing the floating support line.

The reverse triangular cable fixing stand 142 enables the reverse triangular cable 1237 to be fixed in a manner similar to that of the floating supporting line fixing stand 111 for fixing the floating supporting line 109.

In addition, it is desirable to preserve the perforated reverse triangular cable that has risen to sea level after fixing, without cutting for the position correction work that can be performed later.

Figure 3 is a perspective view showing an overall view of the offshore floating wind power generator having a floating support line compression structure according to the second invention of the invention, Figure 4 is a floating offshore wind power generation having a floating support line compression structure according to the second invention of the present invention 5 is an exploded perspective view showing components of an offshore floating wind power generator having a floating support compression structure according to the second invention of the present invention.

3 to FIG. 3 to increase the buoyancy of the floating support line 109 and the reverse triangular cable 127 by increasing the buoyancy and to support the upper fixing plate 113 and the lower fixing plate 114 firmly. As in 5, it is possible to install the horizontal floating structure 105 is coupled to surround the upper end fixing plate 113 to the outside.

The horizontal floating structure 105 is formed in a donut shape having a hollow larger than the outer diameter of the upper fixing plate 113 and is coupled to the upper fixing plate 113 through a plurality of floating support line fixing 111. In this case, the floating support line 109 is connected to the bottom surface 140 by a wider floating surface along the outer circumferential surface of the horizontal floating structure 105 rather than the upper fixing plate 113 so that the supporting area becomes wider. The horizontal floating structure 105 and the vertical floating structure 106 are connected through the floating structure support 116 so as to be integrally and firmly supported.

By installing the horizontal floating structure 105, as shown in FIG. 3, the horizontal floating structure 105 coupled with a plurality of floating support lines 109 connected diagonally to the sea bottom 140 is positioned near the sea level, and the horizontal floating A support area having a diameter corresponding to twice the vertical distance of the vertical floating structure 106 is fixed to the inverted triangular cable 127 horizontally and obliquely connected to the vertical floating structure 106 below the structure 105. It has a wider support area (supporting area where the diameter of the horizontal floating structure 105 is added according to the added length).

In FIGS. 3 to 5, the horizontal floating structure 105 is illustrated as a single integrated floating structure, but the floating structure fixing base 115 is manufactured in a frame shape to form various types of buoyancy materials formed of materials such as synthetic resin, FRP, and metals. The horizontal floating structure 105 can be configured to be fixed in number.

At this time, the floating support line 109 is installed so as to penetrate from the lower side to the upper side of the horizontal floating structure 105, and the penetrating floating support line 109 is floated by pulling in each direction using a marine crane or the like. The position of the offshore floating wind power generator 100 having a support line compression structure can be corrected. Similarly, the floating support line penetrating the horizontal floating structure 105 is fixed in the same manner as the floating support line fixing unit 111 described above, and the extra floating support line rising to the sea level is not cut for the position correction work that can be performed later. It is desirable to leave it without.

In addition, a branch cable 110 connecting the lower portion of the horizontal floating structure 105 and the floating support line 109 is installed so that the vertical support 104 maintains a more stable floating center, and the branch cable 110 is a horizontal floating structure. Dispersing the force applied to the (105) and at the same time to increase the bearing capacity will be one of the ways to have the economics according to the manufacturing installation of the horizontal floating structure (105).

FIG. 8 is a partial perspective view of the upper part fixing plate with rollers installed, FIG. 9 is a partial perspective view of the lower part fixing plate, and FIG. 10 is a partial perspective view of the upper part fixing plate and the roller fixed to the center of the horizontal floating structure.

The upper part fixing plate 113 and the lower part fixing plate 114 serve to support the vertical floating structure 106 including the vertical support 104 to maintain the floating center vertically even under strong winds. In order to smoothly move the vertical support 104 up and down, the rollers 122a which are in contact with the vertical support 104 are respectively installed inside the upper end fixing plate 113. The roller 122a may be applied when the upper and lower portions of the vertical support 104 are formed in a straight shape to have the same diameter.

In addition, as shown in Figures 12 to 14 can be installed at the bottom of the vertical support 104, the roller 122b provided up and down to move on the rail 120 is installed vertically in the height adjustment means support 107 inside. have. The roller 122b is installed to have a plurality of rollers 122b in two stages up and down to firmly support the vertical support 104 and to not shake even when moving up and down.

The configuration of the rollers (122a, 122b) is only one example of the configuration to facilitate the vertical movement of the vertical support, a method of forming a material having excellent slip effect on the inner side of the upper fixing plate 113 and the vertical support (104) You can also apply

In addition, seawater flows between the vertical floating structure 106 and the vertical support 104 to cause corrosion inside the vertical floating structure 106 or to breed marine organisms such as barnacles so that the vertical support 104 can be smoothly moved up and down. The seawater blocking membrane 143 is installed on the vertical floating structure 106 so as not to interfere to prevent the inflow of seawater.

1 to 5, the seawater blocking film 143 is provided with a seawater blocking cover 144 having excellent waterproofing ability with a rubber ring to prevent inflow of seawater.

As shown in FIG. 15, the seawater blocking membrane 143 formed of a synthetic fiber material having wrinkles that increase in length or decrease in length together with the vertical support 104 may be additionally installed to prevent inflow of seawater.

While the invention has been described with reference to the accompanying drawings, with reference to the preferred embodiments, it will be apparent to those skilled in the art that various modifications may be made without departing from the scope of the invention. Therefore, the scope of the invention should be construed by the claims described to cover many such variations.

Claims

As an offshore floating wind power generator having a wind turbine (101),

A vertical support 104 with the wind generator 101 installed thereon;

Vertical vertical structure 106 is inserted into the vertical support 104 is moved in the center and vertically moved height adjustment means 134 to adjust the height of the vertical support 104 therein;

An upper end fixing plate 113 installed on the vertical floating structure 106,

A lower end fixing plate 114 installed below the vertical floating structure 106;

A plurality of floating support lines 109 connecting the upper end fixing plate 113 and the bottom surface 140 by diagonal lines;

A central cable 129 is connected to one end of the assembly stand 128 and the other end is fixed to the bottom of the bottom of the vertical floating structure 106,

One end is connected to the upper fixing plate 113 and the other end is connected to the gathering unit 128 provided below through the lower fixing plate 114, the floating support line 109 the same number as the number of floating An inverted triangular cable 127 installed inside the support line 109;

Fastening means 117 for fastening the respective reverse triangular cables 127 corresponding to the floating support lines 109 and the respective floating support lines 109 so that each reverse triangular cable 127 is deflected outward; ,

A water level meter 138 installed on the vertical support 104 to detect a water level;

An offshore floating wind power generator having a floating support line compression structure, characterized in that it comprises a controller (136) for receiving the water level signal of the water gauge (138) to control the height adjustment means (134).
The method of claim 1,

Further comprising a horizontal floating structure 105 is installed to surround the top fixing plate 113 to the outside,

The floating support line 109 is an offshore floating wind power generator having a floating support line compression structure, characterized in that configured to connect the horizontal floating structure 105 and the bottom 140 in a diagonal line.
The method of claim 1,

The floating support line 109 is an offshore floating wind power generator having a floating support line compression structure, characterized in that configured to penetrate through the upper side from the bottom of the upper fixing plate 113.
The method of claim 2,

The floating support line (109) is an offshore floating wind power generator having a floating support line compression structure, characterized in that configured to penetrate through the upper side from the bottom of the horizontal floating structure (105).
The method according to claim 1 or 2,

The reverse triangular cable 127 is configured to penetrate from the lower side of the lower fixing plate 114 to the upper side,

The reverse triangular cable penetrating the lower fixing plate 114 is a marine floating wind power generator having a floating support line compression structure, characterized in that configured to penetrate through the upper side from the bottom of the upper fixing plate 113.
The method according to claim 1 or 2,

The fastening means 117 is provided with a pulley to which the reverse triangular cable 127 is mounted on one side and a fixed pulley 118 configured to be joined to the floating support line 109, or a structure to which two pulleys are connected. The offshore floating wind power having a floating support compression line structure, characterized in that one of the pulley 119 is configured to take an inverted triangular cable 127 in one pulley and the floating support line 109 in the other pulley Power generation device.
The method of claim 2,

The offshore floating wind turbine generator having a floating support line compression structure, characterized in that further comprises a branch cable 110 for further connecting the horizontal floating structure (105) and the floating support line (109).
The method according to claim 1 or 2,

The height adjusting means,

A hydraulic cylinder 123 installed inside the vertical floating structure 106 to raise or lower the vertical support 104;

Offshore floating wind power generation apparatus having a floating support line compression structure, characterized in that consisting of a hydraulic system (124) including a hydraulic pump for operating the hydraulic cylinder (123).
The method according to claim 1 or 2,

The height adjusting means,

A lift cable 126 connected through a lift pulley 125 to raise or lower the vertical support 104;

Offshore wind power generator having a floating support line compression structure, characterized in that consisting of the winch (132) for lifting or lowering the lift cable (126).
The method according to claim 1 or 2,

Floating support compression line structure characterized in that it further comprises a seawater barrier membrane 143 is installed on top of the vertical floating structure 106 to prevent the inflow of seawater between the vertical floating structure 106 and the vertical support 104 Offshore floating wind generator.