KR102465355B1 - Jig assembly for interpenetration of marine suction pile and the interpenetration method using this - Google Patents

Abstract

The present invention relates to a jig assembly for interpenetrating a suction pile into the seabed and a suction pile interpenetration method using the same. According to an embodiment, the jig assembly comprises: a plurality of suction piles having lower ends interpenetrated through the seabed, and a work space in which water, air, soil, mud, and gravel that are suctioned up from the seabed are temporarily accommodated; and an interpenetration support unit including a main jig pipe detachably coupled to one of the plurality of suction piles interpenetrated into the seabed, and for performing support so that the remaining suction piles among the plurality of suction piles are sequentially interpenetrated through the seabed. Therefore, the jig assembly enables offshore structures to be more easily and quickly installed on the seabed by using the suction piles.

Description

A jig assembly for penetration of a suction pile on the seabed and a suction pile penetration method using the same

The present invention relates to a jig assembly for penetration of a suction pile of the seabed and a method for penetrating a suction pile using the same, and more particularly, a suction of the seabed that allows an offshore structure using a suction pile to be installed more easily and quickly on the seabed. It relates to a jig assembly for pile penetration and a suction pile penetration method using the same.

A suction pile refers to a pile that penetrates the seabed using the pressure difference between the inside and the outside that occurs when a fluid including water and air inside the pile is suctioned and discharged to the outside.

Such a suction pile can be applied not only to the seabed ground but also to the ground below the water surface that can generate suction by using water pressure (suction) less than the sum of integers. Suction is generated by forcibly draining the water with a pump.

Such a suction pile is also called a bucket pile, and is also used as the basis of an offshore wind power generator.

The shape of the suction pile is a hollow caisson such as a cylinder without a bottom plate (not necessarily limited to a cylinder type), and the upper end is sealed to facilitate suction.

A brief look at the installation method of these suction files is as follows.

First, when the suction pile is seated on the underwater bottom (eg, the sea bottom), the lower end of the suction pile penetrates the underwater bottom to a certain depth by the weight of the suction pile.

In this state, if the water inside the pile is drained to the outside using a suction device such as a submersible pump installed at the upper end of the suction pile, the pressure inside the suction pile is reduced, thereby generating a pressure difference between the inside and the outside of the suction pile.

At this time, in the structure of the suction pile, the force is balanced in the horizontal direction, but a downward force is generated in the vertical direction, and the suction pile penetrates the ground by the generated force.

As mentioned above, the submersible pump is installed at the upper end of the suction pile, while a workbench is provided on a barge or general ship on the water. will be prepared

Therefore, if the suction pile is placed at an appropriate point in the water by using a crane and then the water inside the suction pile is discharged to the outside by operating the submersible pump, a pressure difference is generated between the water and the inside of the suction pile, and by this pressure difference The suction pile will be stuck in the ground.

The construction principle of such a suction pile is a known technique as in Patent Registration No. 10-1081401 (hereinafter referred to as prior art).

In the prior art, after installing an outer water tank in the form of a suction pile with an open bottom on the outside of the suction pile, the weight of the outer tank or a heavy object is placed on the upper surface to penetrate the sea floor, and then water is poured inside higher than the water level of the suction pile. It relates to a shallow sea construction method of a suction pile for an offshore foundation, which satisfies the installation conditions of the suction pile by filling it so that the stone pile can be installed even in shallow water having a water depth lower than the height of the suction pile.

However, if the suction pile is exposed high above sea level, it is difficult to use this method.

Therefore, there is an urgent need to develop an apparatus and method that can more easily and quickly install an offshore structure using a suction pile on the sea floor regardless of the exposure height of the suction pile.

Registered Patent No. 10-1081401

The present invention was invented to improve the above problems, and a jig assembly for penetrating a suction pile on the seabed and a method for penetrating a suction pile using the same, which allows a marine structure using a suction pile to be installed more easily and quickly on the seabed is to provide

In order to achieve the above object, the present invention is a suction pile having a lower end penetrating into the seabed, and a working space in which water and air sucked up from the seabed, soil, mud and gravel are temporarily accommodated. ; and a main jig pipe detachably coupled to one suction pile penetrating into the seabed among the plurality of suction piles, and a penetration support for supporting the remaining suction piles among the plurality of suction piles to sequentially penetrate the seabed. It will be possible to provide a jig assembly for penetration of the suction pile of the seabed, characterized in that it includes a unit.

Here, the suction pile includes a suction drum having an open lower surface and having the work space, a hollow support pipe protruding from the upper surface of the suction drum, and mounted on the upper surface of the suction drum to communicate with the work space. , at least one discharge valve for discharging water, air, earth, mud, and gravel generated while the suction drum penetrates the seabed; and a plurality of reinforcing support ribs interconnecting the upper surfaces of the suction drum, wherein the penetration support unit is detachably coupled to the support pipe.

At this time, the penetration support unit includes at least one auxiliary jig pipe connected to the main jig pipe, and a plurality of first main fluid cylinders radially disposed on the upper outer circumferential surface of the main jig pipe penetrating both upper and lower ends; A first main which is mounted on each of the plurality of first main fluid cylinders, expands and contracts with fluid pressure, and has a first main contact piece in contact with the outer circumferential surface of one of the plurality of suction piles penetrating the seabed among the plurality of suction piles at the distal end A fixed rod, a plurality of second main fluid cylinders radially disposed on the outer peripheral surface of the lower side of the main jig pipe passing through the upper and lower ends, respectively, are mounted on the plurality of second main fluid cylinders, and expand and contract with fluid pressure, Among the suction piles, it characterized in that it further comprises a second main fixing rod provided at the distal end of the second main contact piece in contact with the outer circumferential surface of one of the suction piles penetrating the seabed.

In addition, the penetration support unit has at least one auxiliary jig pipe connected to the main jig pipe, and a first end connected to the outer peripheral surface of the lower side of the main jig pipe, and from the first end to the main jig pipe. A first supporting rod extending perpendicularly to the outer circumferential surface, and constituting the auxiliary jig pipe, a first jig divided piece having a semi-cylindrical shape to which a second end, which is the end of the first supporting rod, is connected, and the auxiliary jig pipe A second jig split piece having a semi-cylindrical shape that is detachably coupled to the first jig split piece to form the auxiliary jig pipe, and a plurality of first auxiliary fluids radially disposed on the outer circumferential surface of the first jig split piece A cylinder, a first auxiliary fixing rod each mounted on the plurality of first auxiliary fluid cylinders to expand and contract with fluid pressure, and a first auxiliary contact piece in contact with the outer circumferential surface of the remaining suction piles provided at the distal end thereof, and the second jig A plurality of second auxiliary fluid cylinders radially disposed on the outer circumferential surface of the divided piece, and a second auxiliary contact piece that is respectively mounted to the plurality of second auxiliary fluid cylinders and expands and contracts with fluid pressure, and contacts the outer circumferential surface of the remaining suction pile, is a distal end A second auxiliary fixing rod provided in the, a third end connected to the outer peripheral surface of the upper side of the main jig pipe, and extending obliquely from the third end with respect to the outer peripheral surface of the main jig pipe to the outer peripheral surface of the first jig split piece It further comprises a second support rod having a connected fourth end, and the distance from the center of the upper end to the center of the lower end of the main jig pipe is greater than the distance from the center of the upper end to the center of the lower end of the auxiliary jig pipe.

In addition, in the penetration support unit, the first support rod, the second support rod, and the auxiliary connection part comprising the auxiliary jig pipe are connected in plurality with respect to the main jig pipe, and a plurality of the remaining suction piles They are characterized in that the intrusion guide to the seabed by the auxiliary connection part connected in plurality.

On the other hand, the present invention intrudes one of the plurality of suction piles (hereinafter, the first suction pile) into the seabed, and is formed in a cylindrical shape that penetrates both upper and lower ends, or a pair of semi-cylindricals that penetrate both upper and lower ends. It will be possible to provide a suction pile penetration method using a jig assembly for penetration of a suction pile on the seabed, characterized in that the main jig pipe divided into a shape is mounted on the first suction pile.

In addition, the present invention provides a first step of penetrating one of the plurality of suction piles (hereinafter, the first suction pile) into the seabed; a second step of mounting a main jig pipe formed in a cylindrical shape that penetrates both upper and lower ends or divided into a pair of semi-cylindrical shapes that penetrate both upper and lower ends to the first suction pile; Determine the number of remaining suction files except for the first suction file among the plurality of suction files, and prepare a plurality of auxiliary jig pipes divided into a pair of semi-cylindrical shapes penetrating both upper and lower ends as much as the number of the remaining suction files, , a third step of connecting the auxiliary jig pipe prepared by the number of the remaining suction files with the main jig pipe; One suction file (hereinafter, referred to as the second suction file) of the remaining suction piles is inserted into the seabed in accordance with the divided portion of one auxiliary jig pipe among the plurality of auxiliary jig pipes, and then the remainder of the auxiliary jig pipe is divided a fourth step of fastening the finished part and fixing the second suction file to the one auxiliary jig pipe; and after repeating the fourth step by the number of the remaining suction piles, a fifth step of separating and removing the main jig pipe and the plurality of auxiliary jig pipes from the plurality of suction piles penetrating the seabed. It may be possible to provide a suction pile penetration method using a jig assembly for suction pile penetration of the seabed, characterized in that.

According to the present invention having the above configuration, the following effects can be achieved.

First, the present invention maximizes the convenience of installing and constructing an upper structure such as an offshore structure or an offshore wind power plant, in that a plurality of suction piles can be penetrated at an accurate position by a penetration support unit including a main jig pipe. It has the advantage of being able to

Compared to the existing offshore structures, which are manufactured and installed at once together with a plurality of suction piles, the upper structure must be equipped with equipment capable of raising a large capacity. In that it can be easily installed on the upper structure, it has the advantage that it is possible to significantly reduce the working time and cost.

In addition, when a plurality of suction piles are penetrated at the same time, a lot of time and effort are required for leveling, leveling, and leveling, but when using the penetration support unit according to the present invention, it is necessary to It has the special advantage of being able to significantly reduce time and man-hours.

In particular, in the case of simultaneous intrusion of a plurality of existing shunt piles, if there is a subsea obstacle or bedrock in the part where any one suction pile penetrates, further penetration work will be difficult, but the penetration support unit according to the present invention Since a single suction pile is used, if an obstacle occurs during the penetration process, the penetration operation is continued at another point and the suction piles can be sequentially penetrated to the maximum depth that can be penetrated.

In addition, the present invention can be said to be a very excellent invention in terms of versatility, since it is possible to easily perform the penetration operation of a suction pile by utilizing an existing facility such as an existing barge, offshore crane, or floating offshore structure.

1 is an exploded perspective conceptual view showing that a penetration support unit, which is a main part of a jig assembly for penetration of a suction pile on the seabed according to an embodiment of the present invention, is mounted on a suction pile; FIG.
2 is a perspective conceptual view showing the appearance of a suction pile, which is a main part of a jig assembly for penetration of a suction pile on the seabed according to an embodiment of the present invention;
FIG. 3 is a partially enlarged perspective conceptual view showing an enlarged part IIIa and IIIb of FIG. 1 so that the internal coupling relationship can be grasped;
4 is a perspective view illustrating a method of penetrating a suction pile using a jig assembly for penetrating a suction pile on the seabed according to an embodiment of the present invention;
5 is a perspective conceptual view showing the penetration of a suction pile using a jig assembly for penetration of a suction pile on the seabed according to another embodiment of the present invention;

Advantages and features of the present invention, and methods of achieving them, will become apparent with reference to the embodiments described below in detail in conjunction with the accompanying drawings.

However, the present invention is not limited to the embodiments disclosed below, but will be implemented in various different forms.

In the present specification, the present embodiment is provided to complete the disclosure of the present invention, and to completely inform those of ordinary skill in the art to which the present invention pertains to the scope of the present invention.

And the invention is only defined by the scope of the claims.

Thus, in some embodiments, well-known components, well-known operations, and well-known techniques have not been specifically described to avoid obscuring the present invention.

In addition, like reference numerals refer to like elements throughout the specification, and terms used (referred to) in this specification are for the purpose of describing the embodiments and are not intended to limit the present invention.

In this specification, the singular also includes the plural unless specifically stated in the phrase, and elements and operations referred to as 'comprising (or having)' do not exclude the presence or addition of one or more other elements and operations. .

Unless otherwise defined, all terms (including technical and scientific terms) used herein may be used with the meaning commonly understood by those of ordinary skill in the art to which the present invention belongs.

Also, terms defined in commonly used dictionary are not to be interpreted ideally or excessively unless defined.

Hereinafter, preferred embodiments of the present invention will be described with reference to the accompanying drawings.

First, FIG. 1 is an exploded perspective conceptual view showing that the penetration support unit 100 , which is a main part of the jig assembly for penetration of a suction pile on the seabed according to an embodiment of the present invention, is mounted on the suction pile 200 .

And, FIG. 2 is a perspective view showing the appearance of the suction pile 200, which is a main part of the jig assembly for penetration of the suction pile on the seabed according to an embodiment of the present invention.

And, FIG. 3 is a partially enlarged isometric conceptual view illustrating parts IIIa and IIIb of FIG. 1 so that the internal coupling relationship can be grasped.

In addition, FIG. 4 is a perspective view illustrating a method of penetrating the suction pile 200 using the jig assembly for penetrating the suction pile on the seabed according to an embodiment of the present invention.

In addition, FIG. 5 is a perspective view illustrating the penetration of the suction pile 200 using the jig assembly for penetration of the suction pile on the seabed according to another embodiment of the present invention.

The present invention may be applied to an embodiment of a structure for penetrating a plurality of suction piles 200 into the seabed using the penetration support unit 100 as shown in FIG. 1 .

First, the suction pile 200 is provided with a lower end penetrating into the seabed, and a working space in which water and air sucked up from the seabed, soil, mud, and gravel are temporarily accommodated.

The penetration support unit 100 includes a main jig pipe 110 that is detachably coupled to one suction pile 200 penetrating the seabed among the plurality of suction piles 200, and the rest of the plurality of suction piles 200. It is to support the suction pile 200 to sequentially penetrate the seabed.

Here, the main jig pipe 110 may be formed in a cylindrical shape integrally formed through both upper and lower ends, or may be formed in a pair of semi-cylindrical shapes that are divided and detachable in the vertical direction for convenience of operation.

The present invention can be applied to the above-described embodiments, and it will be of course also possible to apply the following various embodiments.

First, the suction pile 200 includes a suction drum 210 having an open lower surface and a working space 201 as shown in FIG. 2 and a hollow support pipe 220 protruding from the upper surface of the suction drum 210 . may include

Here, the suction pile 200 is mounted on the upper surface of the suction drum 210 and communicates with the work space 201, and water and air, soil and mud, and It may include at least one or more discharge valves 230 for discharging gravel.

At this time, the suction pile 200 may include a plurality of reinforcing support ribs 202 disposed radially along the outer circumferential surface of the support pipe 220 to interconnect the support pipe 220 and the upper surface of the suction drum 210 . have.

Accordingly, it can be understood that the penetration support unit 100 to be described later has a structure that is detachably coupled to the support pipe 220 .

Meanwhile, the penetration support unit 100 may further include at least one auxiliary jig pipe 120 connected to the main jig pipe 110 as shown in FIG. 3( a ).

Here, the penetration support unit 100 may further include a plurality of first main fluid cylinders 131 radially disposed on the upper outer circumferential surface of the main jig pipe 110 penetrating both upper and lower ends.

At this time, the penetration support unit 100 is mounted on each of the plurality of first main fluid cylinders 131 and expands and contracts with fluid pressure, and one suction pile 200 penetrates the seabed among the plurality of suction piles 200 . The first main contact piece 133 in contact with the outer circumferential surface of the may further include a first main fixing rod 132 provided at the distal end.

In addition, the penetration support unit 100 may further include a plurality of second main fluid cylinders 141 radially disposed on the outer peripheral surface of the lower side of the main jig pipe 110 penetrating both upper and lower ends.

In addition, the penetration support unit 100 is mounted on each of the plurality of second main fluid cylinders 141 to expand and contract with fluid pressure, and one suction pile 200 penetrated into the seabed among the plurality of suction piles 200 . The second main contact piece 143 in contact with the outer circumferential surface of the may further include a second main fixing rod 142 provided at the distal end.

Meanwhile, the penetration support unit 100 may further include at least one auxiliary jig pipe 120 connected to the main jig pipe 110 as shown in FIG. 3(b) .

Here, the penetration support unit 100 has a first end connected to the outer circumferential surface of the lower side of the main jig pipe 110 , and a first support rod extending orthogonally from the first end to the outer circumferential surface of the main jig pipe 110 . (151) may be further provided.

At this time, the penetrating support unit 100 constitutes the auxiliary jig pipe 120, and the first jig split piece 121 of a semi-cylindrical shape to which the second end, which is the end of the first support rod 151, is connected is further added. will be able to provide

In addition, the penetration support unit 100 constitutes the auxiliary jig pipe 120 , and is detachably coupled to the first jig split piece 121 to form the auxiliary jig pipe 120 . A piece 122 may be further provided.

In addition, the penetration support unit 100 may further include a plurality of first auxiliary fluid cylinders 161 radially disposed on the outer circumferential surface of the first jig split piece 121 .

In addition, the penetration support unit 100 is mounted on each of the plurality of first auxiliary fluid cylinders 161 to expand and contract with the fluid pressure, and the first auxiliary contact piece 163 in contact with the outer circumferential surface of the remaining suction pile 200 is A first auxiliary fixing rod 162 provided at the distal end may be further provided.

In addition, the penetration support unit 100 may further include a plurality of second auxiliary fluid cylinders 171 radially disposed on the outer circumferential surface of the second jig split piece 122 .

In addition, the penetration support unit 100 is mounted on each of the plurality of second auxiliary fluid cylinders 171 and expands and contracts with fluid pressure, and the second auxiliary contact piece 173 in contact with the outer circumferential surface of the remaining suction pile 200 is A second auxiliary fixing rod 172 provided at the distal end may be further provided.

In addition, the penetration support unit 100, a third end connected to the outer peripheral surface of the upper side of the main jig pipe 110, and the third end extending obliquely with respect to the outer peripheral surface of the main jig pipe 110, the first jig split piece A second support rod 152 having a fourth end connected to the outer circumferential surface of the 121 may be further provided.

Here, the distance from the center of the upper end to the center of the lower end of the main jig pipe 110 is preferably greater than the distance from the center of the upper end to the center of the lower end of the auxiliary jig pipe 120 so as to ensure a reliable and robust support structure of the suction pile. do.

Accordingly, the auxiliary connecting portion comprising the first support rod 151, the second support rod 152, and the auxiliary jig pipe 120 is shown in Figs. 1, 4 and 5 with respect to the main jig pipe 110. It can be connected in plural together.

At this time, the plurality of remaining suction piles 200 are guided to penetrate the seabed by a plurality of auxiliary connecting parts connected thereto.

On the other hand, the penetration support unit 100, referring again to FIGS. 1 and 4, in order to secure a smooth load distribution support structure for the main jig pipe 110, a vertical connecting rod 153 and a horizontal connecting rod 154. It is preferable to provide more.

Here, at least one or more vertical connecting rods 153 have upper and lower opposite ends connecting the first support rod 151 and the second support rod 152 to each other.

At this time, at least one or more horizontal connecting rods 154 have an auxiliary connecting portion connected to the main jig pipe 110 and left and right both ends that are disposed adjacent to the auxiliary connecting portion and interconnect the auxiliary connecting portion connected to the main jig pipe 110 .

Hereinafter, with reference to FIGS. 4 and 5 together with FIGS. 1 to 3, a suction pile penetration method using a jig assembly for suction pile penetration of the seabed according to various embodiments of the present invention will be described.

First, one of the plurality of suction piles (200, suction pile) is penetrated into the sea bottom, and is formed in a cylindrical shape that penetrates both upper and lower ends or is penetrating both upper and lower ends. The main jig pipe 110 divided into a pair of semi-cylindrical shapes may be mounted on the first suction pile 200 .

Here, after penetrating the plurality of suction piles 200 into the seabed, the upper structure 300 is installed from the upper side of each of the plurality of suction piles 200 as shown in FIGS. 4 ( c ) and 5 ( b ). Additional work may be performed.

Meanwhile, a suction pile penetration method using a jig assembly for suction pile penetration of the seabed according to various embodiments of the present invention will be described in more detail with reference to FIGS. 4 and 5 .

First, as shown in Fig. 4 (a) ① a plurality of suction piles (200, suction pile) of one of the suction pile (200, hereinafter the first suction pile 200) to carry out the operation of penetrating the seabed (S1: Step 1).

② The operation of mounting the main jig pipe 110 divided into a pair of semi-cylindrical shapes that are formed in a cylindrical shape that penetrates both upper and lower ends or that penetrates both upper and lower ends to the first suction pile 200 is carried out (S2: second step).

A plurality of auxiliary jig pipes 120 that are divided into a pair of semi-cylindrical shapes penetrating both upper and lower ends are determined and the number of the remaining suction piles 200 except for the first suction pile 200 among the plurality of suction files 200 is determined. Prepares as much as the number of remaining suction piles 200, and performs the operation of connecting the auxiliary jig pipe 120 prepared by the number of the remaining suction piles 200 with the main jig pipe 110 (S3: 3rd step) .

③, ④ One suction file (200, hereinafter the second suction file 200) of the remaining suction files 200 is aligned with the divided portion of one auxiliary jig pipe 120 among the plurality of auxiliary jig pipes 120 After penetrating the seabed, the remaining divided parts of the auxiliary jig pipe 120 are fastened and the operation of fixing the second suction pile 200 to one auxiliary jig pipe 120 is performed (S4: 4th step) ).

After repeating the fourth step (S4) as much as ⑤ the number of remaining suction piles 200 as shown in FIG. The operation of separating and removing from the suction piles 200 is performed (S5: 5th step).

Here, in the second step (S2), the first main fixing rod 132 that expands and contracts by fluid pressure from the plurality of first main fluid cylinders 131 radially disposed on the upper outer circumferential surface of the main jig pipe 110 . turn on

At the same time, the second main fixing rod 142 that expands and contracts by the fluid pressure from the plurality of second main fluid cylinders 141 radially disposed on the outer peripheral surface of the lower side of the main jig pipe 110 is moved.

Accordingly, the first main fixing rod 132 and the second main fixing rod 142 are brought into contact with the outer circumferential surface of the first suction file 200 into which the main jig pipe 110 is inserted, that is, the support pipe 220 to be supported. The operation of fixing the main jig pipe 110 to the pipe 220 may be additionally performed.

At this time, in the fourth step (S4), the fluid pressure from the plurality of first auxiliary fluid cylinders 161 radially disposed on the outer peripheral surface of the first jig split piece 121 divided by dividing the auxiliary jig pipe 120 into equal parts. Moves the first auxiliary fixing rod 162 to expand and contract by the

At the same time, a second auxiliary that expands and contracts by fluid pressure from a plurality of second auxiliary fluid cylinders 171 radially disposed on the outer peripheral surface of the second jig split piece 122 divided by dividing the auxiliary jig pipe 120 into equal parts. The fixed rod 172 is operated.

Accordingly, the first auxiliary fixing rod 162 and the second auxiliary fixing rod 172 are brought into contact with the outer circumferential surface of each of the supporting pipes 220 of the remaining suction pile 200 into which the auxiliary jig pipe 120 is inserted, and the remaining remaining The operation of fixing the auxiliary jig pipe 120 to the support pipe 220 of the suction pile 200 may be additionally performed.

As described above, the present invention is a basic technical idea to provide a jig assembly for penetration of a suction pile on the bottom of the sea so that an offshore structure using a suction pile can be installed more easily and quickly on the bottom of the sea, and a method for penetrating a suction pile using the same. it can be seen that there is

And, within the scope of the basic technical spirit of the present invention, many other modifications and applications are also possible for those of ordinary skill in the art.

100... Penetration support unit
110...Main jigpipe
120...Auxiliary jig pipe
121...The first jig division
122...Second Jig Division
131...First main fluid cylinder
132...first main fixed rod
133...first main contact piece
141...2nd main fluid cylinder
142...Second main fixed rod
143...Second main contact piece
151...First support bar
152...Second support bar
153...vertical connecting rod
154...Horizontal connecting rod
161...First auxiliary fluid cylinder
162...first auxiliary fixed rod
163...first auxiliary contact piece
171...Second auxiliary fluid cylinder
172...Second auxiliary fixed rod
173...Second auxiliary contact piece
200...suction pile
201...Workspace
202...reinforced support ribs
210...suction drum
220...support pipe
230...discharge valve
S1...First step
S2...Second stage
S3...3rd stage
S4... Step 4
S5... Step 5

Claims (7)

A suction pile having a lower end penetrating into the seabed, and a working space in which water and air sucked up from the seabed, soil, mud, and gravel are temporarily accommodated; and
A penetration support unit comprising a main jig pipe detachably coupled to one suction pile penetrating the seabed among the plurality of suction piles, and supporting the remaining suction piles among the plurality of suction piles to sequentially penetrate the seabed. includes,
The penetration support unit,
At least one auxiliary jig pipe connected to the main jig pipe;
a first support rod having a first end connected to the outer circumferential surface of the lower side of the main jig pipe and extending perpendicularly from the first end to the outer circumferential surface of the main jig pipe;
A first jig divided piece of a semi-cylindrical shape to which a second end, which is a distal end of the first support rod, is connected to constitute the auxiliary jig pipe;
A second jig divided piece of a semi-cylindrical shape constituting the auxiliary jig pipe, which is detachably coupled to the first divided piece and forms the auxiliary jig pipe;
a plurality of first auxiliary fluid cylinders radially disposed on the outer circumferential surface of the first jig division piece;
a first auxiliary fixing rod which is respectively mounted on the plurality of first auxiliary fluid cylinders, expands and contracts with fluid pressure, and has a first auxiliary contact piece in contact with the outer circumferential surface of the remaining suction piles at the distal end thereof;
a plurality of second auxiliary fluid cylinders radially disposed on the outer circumferential surface of the second jig division piece;
a second auxiliary fixing rod which is respectively mounted on the plurality of second auxiliary fluid cylinders, expands and contracts with fluid pressure, and has a second auxiliary contact piece in contact with the outer circumferential surface of the remaining suction pile at the distal end thereof;
A second support rod having a third end connected to the upper outer circumferential surface of the main jig pipe, and a fourth end extending obliquely from the third end to the outer circumferential surface of the main jig pipe and connected to the outer circumferential surface of the first jig split piece further comprising,
The distance from the center of the upper end to the center of the lower end of the main jig pipe is larger than the distance from the center of the upper end to the center of the lower end of the auxiliary jig pipe.
delete delete delete The method according to claim 1,
The penetration support unit,
An auxiliary connecting portion comprising the first support rod, the second support rod, and the auxiliary jig pipe,
It is connected in plurality with respect to the main jig pipe,
A jig assembly for penetration of a suction pile of a seabed, characterized in that the plurality of remaining suction piles are intrusion-guided into the seabed by the auxiliary connection part connected in plurality.
delete delete

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