KR101384168B1 - installation method of slab foundation for offshore wind power generator using position senser - Google Patents

Abstract

Basic slab installation method of the offshore wind power generator using the position sensor according to the present invention includes a slab insertion step of inserting the slab with the first position sensor is installed in the bottom of the hole; A file input step of receiving a position information from the first position sensor and checking a position of the slab, and then injecting a file having a second position sensor installed on an outer circumferential surface of the slab; A file moving step of receiving the position information from the second position sensor and moving the file to the position of the slab while comparing with the position information of the first position sensor; A file insertion step of inserting the file into the sea bottom through the hole; And a grouting step of grouting the hole with cement or grouting material.

Description

Installation method of slab foundation for offshore wind power generator using position senser

The present invention relates to a method of installing a basic slab of an offshore wind power generator using a position sensor, and a method of installing a basic slab of an offshore wind power generator using a position sensor that can easily install a slab and a lower foundation pile on a seabed using position information. It is about.

Offshore wind power generators installed in the sea generate electrical energy using the kinetic energy of the air.

At sea, higher-quality winds are continuously blown than on land, but there is a technical difficulty in installing large windmill supports safely at sea. In particular, the construction, transportation and installation of offshore wind power sub-bases are the next most expensive after wind power generators and require efficient sub-base designs that are suitable for the characteristics of subsea soils.

Offshore wind foundations vary in depth depending on depth, from Gravity Based foundations at 0-20m, Monopile foundations at 0-30m, Tripod foundations at 30-50m, and Jackets at 30-80m Foundations, and above 50 meters, floating foundations are used.

Among these seagrasses, the monopile is most commonly used as the simplest structure, but when the depth of the sea, the bottom of the seabed is too hard or there is a amber (Boulder) there is a great difficulty in the type of large steel pipe of 5m or more in diameter.

As a result, the suction bucket foundation is developed around European countries and is commercialized in the future. Floating offshore wind foundations, which will be used for deep sea depths, are currently in the test and construction stage, and are expected to be put into practical use in the near future if continuous technological development is carried out in the future.

In general, the offshore wind power base acts as the dominant external force due to the horizontal wind acting at sea wave or higher position than the wind turbine's own load and the overturning moment caused by the horizontal force. In the design of the structure, since the moment of conduction due to wind and waves is the dominant external force, the underlying foundations settled on the seabed should be designed in the form of foundation which can effectively resist this moment of conduction.

1 is a block diagram of a conventional wind generator.

For example, Patent Application No. 10-2002-7005923 introduces a wind generator, the invention is shown in Figure 1, the base (2) mounted on the seabed, the tower attached to the base (2) (3) and ballast water tanks (6,7), by filling the ballast water in the ballast water tanks (6,7) can lower the wind generator, ballast water in the ballast water tanks (6,7) By reducing the amount of wind turbines can be raised.

However, in the case of a gravity type foundation such as the invention, the ground near the edge of the base 2 is subjected to the maximum compressive stress due to the eccentric load acting on the foundation base plate, and the maximum compressive stress is the ultimate bearing of the ground (Ultimate Bearing). If the capacity is exceeded, there is a problem that the tower 3 may be destroyed by eccentric load.

The present invention has been invented to solve the above problems, it is easy to install the slab and pile on the sea floor using the location information of the installation structure to increase the moment of resistance to conduction to support the tower firmly The purpose is to provide a basic slab installation method of offshore wind power generator using a position sensor that can be.

Basic slab installation method of the offshore wind power generator using the position sensor according to the present invention to achieve the object as described above is a slab insertion step of inserting the slab with the first position sensor is installed in the bottom of the hole; A file input step of receiving a position information from the first position sensor and checking a position of the slab, and then injecting a file having a second position sensor installed on an outer circumferential surface of the slab; A file moving step of receiving the position information from the second position sensor and moving the file to the position of the slab while comparing with the position information of the first position sensor; A file insertion step of inserting the file into the sea bottom through the hole; And a grouting step of grouting the hole with cement or grouting material.

In addition, the hole is characterized in that formed in a tapered shape downward.

In addition, the hole is characterized in that the larger diameter than the pile.

In addition, the slab is characterized in that a plurality of holes are formed, the pile is inserted into the sea bottom through a plurality of the holes, respectively.

In addition, the first position sensor and the second position sensor is characterized in that the position sensors of sound waves, seismic waves, seismic waves and GPS.

In addition, after the grouting step, it characterized in that it further comprises a tower fixing step of fixing the tower equipped with the observation station on the slab.

In addition, after the tower fixing step, characterized in that it further comprises a tower support step of supporting the tower by connecting the observation station and the sea floor through a plurality of mooring devices.

In addition, the tower support step, the wire fixing step of fixing the wire to the observation station; And an anchor fixing step of fixing the anchor to the sea bottom by connecting the wire to the anchor.

In addition, in the anchor fixing process, the anchor is characterized in that the insertion is fixed to the bottom surface by the suction pressure.

In addition, the foundation slab installation method of the offshore wind power generator using the position sensor according to the present invention includes a file insertion step of inserting the file installed on the outer surface with the first position sensor; A slab input step of receiving a position information from the first position sensor and checking a position of the file, and then inputting a slab having a second position sensor installed in a hole into a seabed; A slab movement step of receiving the position information from the second position sensor and comparing the position information with the position information of the first position sensor to move the slab to the position of the file; A slab insertion step of inserting the slab into the sea bottom while penetrating the pile through the hole; And a grouting step of grouting the hole with cement or grouting material.

In addition, the hole is characterized in that it is formed in a tapered shape to the top.

According to the basic slab installation method of the offshore wind power generator using the position sensor according to the present invention as described above, the bottom surface of the slab and pile using the position information to increase the moment of resistance to conduction to firmly support the tower There is an effect that can be easily installed in.

In addition, according to the present invention, by supporting the tower through a plurality of mooring devices it is possible to improve the support capacity to resist the moment and horizontal load of the tower and the lower foundation, thereby reducing the width of the lower foundation or depth of the lower foundation It has the effect of reducing it.

1 is a block diagram of a conventional wind generator.
2 is a first block diagram of a method of installing a foundation slab of an offshore wind power generator using a position sensor according to a first embodiment of the present invention.
3 is a second block diagram of a method of installing a foundation slab of an offshore wind power generator using a position sensor according to a first embodiment of the present invention.
4 is a third block diagram of a method of installing a foundation slab of an offshore wind power generator using a position sensor according to a first embodiment of the present invention.
5 is a block diagram of the tower support step of the method of installing the foundation slab of the offshore wind power generator using the position sensor according to the first embodiment of the present invention.
FIG. 6 is a view showing a state in which a basic structure is installed using a method of installing a basic slab of an offshore wind power generator using a position sensor according to a first embodiment of the present invention.
7 is a configuration diagram of a slab according to the present invention.
8A and 8B are enlarged views of portion A of FIG. 7.
9 is a first block diagram of a method of installing a foundation slab of an offshore wind generator using a position sensor according to a second embodiment of the present invention.
10 is a second block diagram of a method of installing a foundation slab of an offshore wind power generator using a position sensor according to a second embodiment of the present invention.
FIG. 11 is a view showing a state in which a basic structure is installed by using a method of installing a foundation slab of an offshore wind power generator using a position sensor according to a second embodiment of the present invention.

Hereinafter, embodiments of the present invention will be described in detail with reference to the accompanying drawings. First, it should be noted that the same components or parts among the drawings denote the same reference numerals whenever possible. In the following description of the present invention, a detailed description of known functions and configurations incorporated herein will be omitted so as not to obscure the subject matter of the present invention.

FIG. 2 is a first block diagram of a method of installing a basic slab of an offshore wind power generator using a position sensor according to a first embodiment of the present invention, and FIG. 6 is an offshore wind power generator using a position sensor according to a first embodiment of the present invention. Figure showing the installation of the foundation structures using the foundation slab installation method.

Basic slab installation method of the offshore wind power generator using the position sensor according to the first embodiment of the present invention, as shown in Figure 2, the slab insertion step (S10), pile input step (S20), the file moving step (S30) , File insertion step S40 and grouting step S50.

The slab insertion step (S10) is a step of inserting the slab 100, the first position sensor 500 is installed in the hole as shown in Figure 6 (a) to the bottom surface.

The hole has a tapered shape at a lower portion thereof, and has a diameter larger than a pile to be described later to facilitate the insertion of the pile, wherein the first position sensor 500 generates position information. It may be made of a position sensor, such as sound waves, seismic waves, seismic waves and GPS.

In the slab insertion step (S10), the slab 100 may be inserted and fixed to the sea bottom by suction pressure (suction pressure), the slab 100 is a fluid such as water or air therein to the outside The pressure difference between the inside and the outside of the slab 100 generated by suction may be inserted into the sea bottom by its own load.

7 is a configuration diagram of a slab according to the present invention.

On the other hand, the slab 100, as shown in Figure 7, a plurality of holes are formed, each hole is provided with the first position sensor 500, each of the plurality of piles through the hole on the bottom surface Can be inserted separately.

8A and 8B are enlarged views of portion A of FIG. 7.

Here, the slab 100 may be formed with an insertion edge at the end to facilitate insertion into the seabed surface, the insertion blade is shown in Figure 8a, both sides of the slab 100 is tape Spread or formed, as shown in Figure 8b, one surface of the slab 100 may be formed to be tapered.

In the file input step (S20), after receiving the position information from the first position sensor 500, after confirming the position of the slab 100, a file (pile, 300) installed with the second position sensor 600 on the outer peripheral surface This step is to put the seabed.

Specifically, in the pile input step (S20) after receiving the position information of the slab 100 from the first position sensor 500 installed in the slab 100, the slab 100 is vertical from the currently installed point The pile 300 may be inserted into the sea level, wherein the second position sensor 600 is the same as the first position sensor 500, such as sound waves, seismic waves, seismic waves, and GPS, which generate position information. It may be made of a position sensor.

The file moving step (S30), as shown in (b) of Figure 6, receiving the position information from the second position sensor 600 and comparing the position information of the first position sensor 500 with the file Step 300 is to move to the position of the slab (100).

Specifically, the file movement step (S30) is the position information of the second position sensor 600 while receiving the position information of the file 300 moving on the seabed from the second position sensor 600, the first The file 300 may be moved to a point equal to the position information of the position sensor 500.

The file inserting step S40 is a step of inserting the file 300 into the sea bottom through the hole of the slab 100, as shown in (c) of FIG.

In the file insertion step (S40), the file 300 is partially exposed on the sea bottom and the other part is inserted into the sea bottom, and as described below, the hole is grouted so that the slab 100 and the bottom of the sea surface are grouted. Preventing the upper spaced apart and can further improve the fixing force of the slab 100 and the bottom surface.

The grouting step (S50) is a step of grouting with a cement or grouting material in the hole, as shown in (d) of FIG.

3 is a second block diagram of a method of installing a foundation slab of an offshore wind power generator using a position sensor according to a first embodiment of the present invention.

On the other hand, the foundation slab installation method of the offshore wind power generator using the position sensor according to the first embodiment of the present invention, as shown in Figure 3, after the grouting step (S50), further comprising a tower fixing step (S60) Can be.

The tower fixing step S60 is a step of fixing the tower 200 to the slab 100, as shown in (e) of FIG.

In the tower fixing step (S60), the tower 200 is provided with an observation station 210 for maintenance, and the tower, specifically, the substructure of the tower, is used for anchoring the slab 100. It may be fixed to the center of the, and the triangular support 700 is connected to both ends of the tower 200 and the slab 100 to improve the fixing force of the tower 200 may be installed.

4 is a third block diagram of a method of installing a foundation slab of an offshore wind power generator using a position sensor according to a first embodiment of the present invention.

In addition, the foundation slab installation method of the offshore wind power generator using the position sensor according to the first embodiment of the present invention, as shown in Figure 3, after the tower fixing step (S60), further comprises a tower support step (S70) can do.

The tower support step (S70) is connected to the tower 200 by connecting the observation station 210 and the sea floor through a plurality of mooring devices (400), as shown in Figure 6 (f) It is a supporting step.

5 is a block diagram of the tower support step of the method of installing the foundation slab of the offshore wind power generator using the position sensor according to the first embodiment of the present invention.

The tower supporting step S70 includes a wire fixing step S71 and an anchor fixing step S72 as shown in FIG. 5.

The wire fixing step (S71) is a process of fixing the wire 410 to the observation station 210, the wire 410 may be provided with a wire pulling device 411 giving a bidirectional tension, wherein, Wire pulling device 411 may be located in the middle portion of the wire 410 or, although not shown, may be located in the observation station 210, the wire 410 is made of one strand the observation station 210 Can be installed everywhere.

The anchor fixing process (S72) is a process of fixing the anchor 420 to the sea bottom by connecting the wire 410 to the anchor 420, and the anchor 420 is the same as the slab 100. The suction pressure may be inserted into and fixed to the sea bottom.

Hereinafter, a method of installing the basic slab of the offshore wind power generator using the position sensor according to the second embodiment of the present invention will be described in detail.

9 is a first block diagram of a method of installing a basic slab of an offshore wind power generator using a position sensor according to a second embodiment of the present invention, and FIG. 11 is an offshore wind power generator using a position sensor according to a second embodiment of the present invention. Figure showing the installation of the foundation structures using the foundation slab installation method.

Basic slab installation method of the offshore wind power generator using the position sensor according to the second embodiment of the present invention, as shown in Figure 9, the file insertion step (S100), slab input step (S200), slab movement step (S300) , Slab insertion step (S400) and grouting step (S500).

The file inserting step (S100) is a step of inserting a file having a first position sensor 500 installed on an outer circumferential surface of the sea bottom as shown in FIG. 11A.

In the slab input step (S200) receives the position information from the first position sensor 500, after confirming the position of the file 300, the slab 100 is installed the second position sensor 600 in the hole; It is a step to put into the seabed.

Specifically, in the slab input step (S20) after receiving the position information of the file 300 from the first position sensor 500 installed in the file 300, the file 300 is vertical from the current installation point The slab 100 may be introduced into the sea level.

Here, the slab 100 may be formed on both ends tapered at the end or an insertion blade formed of one side tapered to facilitate insertion into the seabed, the hole is tapered upward While being made larger diameter than the pile can facilitate the insertion of the pile.

As shown in (b) of FIG. 11, the slab movement step S300 receives position information from the second position sensor 600 and compares the position information with the position information of the first position sensor 500. Step 100 moves to the location of the file (300).

Specifically, the slab movement step (S30) is the position information of the second position sensor 600 while receiving the position information of the slab 100 moving on the seabed from the second position sensor 600, the first The slab 100 may be moved to a point equal to the position information of the position sensor 500.

The slab insertion step (S400) is a step of inserting the slab 100 into the sea bottom while penetrating the pile 300 through the hole, as shown in FIG. 11C.

The grouting step (S500) is a step of grouting with cement or grouting material in the hole, as shown in (d) of FIG.

10 is a second block diagram of a method of installing a foundation slab of an offshore wind power generator using a position sensor according to a second embodiment of the present invention.

On the other hand, the basic slab installation method of the offshore wind power generator using the position sensor according to the second embodiment of the present invention, as shown in Figure 10, after the grouting step (S500), tower fixing step (S600) and tower support step It may further include (S700).

As shown in (e) of FIG. 11, the tower fixing step (S600) is a step of fixing the tower 200 having the observation station 210 to the slab 100, and the tower supporting step (S700). ) Is a step of supporting the tower 200 by connecting the observation station 210 and the sea bottom through a plurality of mooring devices 400, as shown in (f) of FIG. (S600) and tower support step (S700) is the same as the structure and content of the tower fixing step and the tower support step included in the installation method of the foundation slab of the offshore wind power generator using the position sensor according to the first embodiment of the present invention Detailed description will be omitted.

As described above with reference to the drawings illustrating a basic slab installation method of the offshore wind power generator using a position sensor according to the present invention, the present invention is not limited by the embodiments and drawings disclosed herein, the present invention Of course, various modifications can be made by those skilled in the art within the scope of the technical idea.

100: slab 200: tower
210: observation station 300: file
400: mooring device 410: wire
411: wire pulling device 420: anchor
500: first position sensor 600: second position sensor
700: support
S10: Slab insertion step S20: File insertion step
S30: Move file step S40: Insert file step
S50: grouting step S60: tower fixing step
S70: tower support step S71: wire fixing step
S72: anchor fixing process
S100: Inserting file step S200: Inserting slab step
S300: Slab moving step S400: Slab insertion step
S500: Grouting step S600: Tower fixing step
S700: tower support stage

Claims (11)

A slab insertion step of inserting a slab provided with a first position sensor in a hole on a sea bottom;
A file input step of receiving a position information from the first position sensor and checking a position of the slab, and then injecting a file having a second position sensor installed on an outer circumferential surface of the slab;
A file moving step of continuously receiving position information from the second position sensor and comparing the position information with the position information of the first position sensor to move the file to the position of the slab;
A file insertion step of inserting the file into the sea bottom through the hole;
Grouting for grouting the hole with cement or grouting material;
A tower fixing step of fixing a tower provided with an observation station to the slab; And
And a tower support step of supporting the tower by connecting the observation station and the sea floor through a plurality of mooring devices.
In the pile feeding step, the pile is put into the sea level perpendicular to the point where the slab is currently installed,
In the file moving step, the file is moved to a point where the position information of the second position sensor becomes the same as the position information of the first position sensor.
In the file inserting step, a part of the file is exposed on the sea bottom and the other part of the file is inserted into the sea bottom,
In the grouting step to prevent the upper separation of the slab and the bottom surface by grouting to improve the fixing force of the slab and the bottom surface,
The hole has a tapered shape to the bottom and the base slab installation method of the offshore wind power generator using a position sensor, characterized in that the larger diameter than the pile.
delete delete The method according to claim 1,
The slab is formed with a plurality of holes,
The pile is installed on the base slab of the offshore wind power generator using a position sensor, characterized in that each of the holes are inserted through the hole.
The method according to claim 1,
Wherein the first position sensor and the second position sensor is a sound wave, seismic wave, seismic wave and GPS position sensor of the base slab installation method using a position sensor, characterized in that the position sensor of the GPS.
delete delete The method according to claim 1,
The tower support step,
A wire fixing step of fixing the wire to the observation station; And
Anchor fixing step of fixing the anchor to the sea bottom by connecting the wire to the anchor;
Basic slab installation method of offshore wind power generator using a position sensor comprising a.
9. The method of claim 8,
In the anchor fixing process,
The anchor is installed on the base of the offshore wind power generator using a position sensor, characterized in that the suction is inserted into the bottom surface by the suction pressure.
delete delete

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