KR101722166B1 - Anchoring apparatus - Google Patents

Anchoring apparatus Download PDF

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Publication number
KR101722166B1
KR101722166B1 KR1020150134662A KR20150134662A KR101722166B1 KR 101722166 B1 KR101722166 B1 KR 101722166B1 KR 1020150134662 A KR1020150134662 A KR 1020150134662A KR 20150134662 A KR20150134662 A KR 20150134662A KR 101722166 B1 KR101722166 B1 KR 101722166B1
Authority
KR
South Korea
Prior art keywords
body part
body portion
anchoring device
anchoring
present
Prior art date
Application number
KR1020150134662A
Other languages
Korean (ko)
Inventor
여정환
임인규
김현수
서종무
안광현
전상배
최정인
Original Assignee
삼성중공업 주식회사
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
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Publication date
Application filed by 삼성중공업 주식회사 filed Critical 삼성중공업 주식회사
Priority to KR1020150134662A priority Critical patent/KR101722166B1/en
Application granted granted Critical
Publication of KR101722166B1 publication Critical patent/KR101722166B1/en

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    • BPERFORMING OPERATIONS; TRANSPORTING
    • B63SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
    • B63BSHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING 
    • B63B21/00Tying-up; Shifting, towing, or pushing equipment; Anchoring
    • B63B21/24Anchors
    • B63B21/243Anchors foldable or capable of being disassembled
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B63SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
    • B63BSHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING 
    • B63B21/00Tying-up; Shifting, towing, or pushing equipment; Anchoring
    • B63B21/24Anchors
    • B63B21/26Anchors securing to bed
    • B63B21/29Anchors securing to bed by weight, e.g. flukeless weight anchors
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/74Means for anchoring structural elements or bulkheads
    • E02D5/80Ground anchors
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B63SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
    • B63BSHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING 
    • B63B21/00Tying-up; Shifting, towing, or pushing equipment; Anchoring
    • B63B21/24Anchors
    • B63B21/26Anchors securing to bed
    • B63B2021/265Anchors securing to bed by gravity embedment, e.g. by dropping a pile-type anchor from a certain height
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B63SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
    • B63BSHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING 
    • B63B2221/00Methods and means for joining members or elements
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2600/00Miscellaneous
    • E02D2600/30Miscellaneous comprising anchoring details

Abstract

An anchoring device is disclosed. According to an aspect of the present invention, there is provided an anchoring apparatus comprising a first body portion, a second body portion having a side end portion hinged to a side end of the first body portion, and a second body portion having a first end coupled to the other end of the first body portion and the second body portion, .

Description

ANCHORING APPARATUS

The present invention relates to an anchoring device.

To collect marine resources such as crude oil or natural gas, a variety of offshore structures are built onshore. These marine structures float on the sea, so it is necessary to restrict the movement or fix the position of the marine structure, and accordingly, the foundation for supporting the marine structure is installed on the submarine ground.

The bases supporting marine structures can be classified in various ways according to the installation method. A foundation pile or anchor installed inthe bottom of the seabed can be driven pile, suction pile, drag anchor or drop anchor or torpedo anchor depending on the way of penetrating into the seabed. And so on.

Since the foundation pile or anchor penetrated into the seabed to support the offshore structure is installed in water, construction time and cost may be considerable depending on the depth of the pile or anchor, or the characteristics of the seabed.

Published patent application No. 10-2012-0064774 (published on June 20, 2012)

Embodiments of the present invention are intended to provide an anchoring device capable of improving resistance to pulling force.

According to an aspect of the present invention, there is provided a portable terminal including a first body portion, a second body portion having a side end portion hinged to one side end of the first body portion, and a fastening portion coupling the other ends of the first body portion and the second body portion to each other An anchoring device is provided.

Here, the first body portion and the second body portion may have a shape symmetrical to each other with respect to the mating surface.

The first body portion and the second body portion each have a semicircular cross section and the second body portion is provided on the first body portion such that one side end and the other end of the first body portion and one side end and the other end of the second body portion are on the same plane. Can be unfolded.

And a recovery line coupled to the fastening portion to recover the fastening portion.

The wedge may further include a wedge located on a mating surface between the first body and the second body, the wedge being movable in the direction of the fastening portion.

According to the embodiments of the present invention, since the first body portion and the second body portion can be opened with respect to one side of the hinged side, an anchoring device capable of improving resistance to pulling force can be realized.

BRIEF DESCRIPTION OF THE DRAWINGS Fig. 1 is a view showing an example of a state in which an anchoring apparatus according to an embodiment of the present invention is used. Fig.
2 is a perspective view showing an anchoring apparatus according to an embodiment of the present invention;
3 is a view showing a state where a fastening portion is separated in an anchoring device according to an embodiment of the present invention.
4 is a view showing a state in which an anchoring apparatus according to an embodiment of the present invention is introduced into a seabed.
5 is a view schematically showing a state in which a first body part and a second body part are deployed to each other through a wedge in an anchoring device according to an embodiment of the present invention.

The terminology used in this application is used only to describe a specific embodiment and is not intended to limit the invention. The singular expressions include plural expressions unless the context clearly dictates otherwise.

In the present application, when a component is referred to as "comprising ", it means that it can include other components as well, without excluding other components unless specifically stated otherwise. Also, throughout the specification, the term "on" means to be located above or below the object portion, and does not necessarily mean that the object is located on the upper side with respect to the gravitational direction.

In addition, the term " coupled " is used not only in the case of direct physical contact between the respective constituent elements in the contact relation between the constituent elements, but also means that other constituent elements are interposed between the constituent elements, Use them as a concept to cover each contact.

It is also to be understood that the terms first, second, etc. used hereinafter are merely reference numerals for distinguishing between identical or corresponding components, and the same or corresponding components are defined by terms such as first, second, no.

The sizes and thicknesses of the respective components shown in the drawings are arbitrarily shown for convenience of explanation, and thus the present invention is not necessarily limited to those shown in the drawings.

DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENT Hereinafter, an embodiment of an anchoring apparatus according to the present invention will be described in detail with reference to the accompanying drawings. In the following description with reference to the accompanying drawings, the same or corresponding components are denoted by the same reference numerals, A duplicate description will be omitted.

1 is a view showing an example of a state of using an anchoring apparatus according to an embodiment of the present invention.

Referring to FIG. 1, an anchoring apparatus 100 according to the present embodiment is an apparatus for restricting or fixing the position of an offshore structure or ship 50 floated on the sea, And a mooring line M for transmitting a fixing force or a supporting force by the body portion and the body portion supported in the seabed ground S to the offshore structure or the ship 50 by friction with the material.

As shown in Fig. 1, the anchoring device 100 is free fall into the deep seabed sole S, which is relatively soft, at a predetermined height H from the sea floor. The deeper penetration of the anchoring device 100 into the seabed ground S can increase the resistance to the vertical load or pulling force applied to the anchoring device 100.

The anchoring device 100 can be introduced into the seabed ground S by potential energy having a predetermined height H apart from the seabed surface and as the potential energy of the anchoring device 100 increases, Can be penetrated deeper into the seabed sole (S).

However, the anchoring device 100 receives a resistance force generated by the friction with the seawater during the falling of the water, penetrates the seabed ground S and penetrates the seabed so that the resistance generated by the friction with the surrounding ground Receive. The anchoring device 100 can be penetrated to the target depth by reducing the frictional force caused by different causes in the anchoring device 100 and by increasing the initial potential energy of the anchoring device 100. [

It is possible to increase the drop height of the anchoring device 100 in order to increase the potential energy of the anchoring device 100. This may increase the accuracy of the position where the anchoring device 100 should be intruded, .

One of the other measures for increasing the potential energy is to design the weight of the anchoring device 100 to be large. For example, the anchoring device 100 may be formed of a material having a high specific gravity, or may be filled with a material having a high specific gravity within the anchoring device 100, or a ballast may be inserted into the anchoring device 100 You can fill it in.

Referring to FIG. 1, an anchoring apparatus 100 according to an embodiment of the present invention will be described in detail. First, an anchoring apparatus 100 is mounted on a submarine ground S) to a point spaced apart by a predetermined height (H). That is, the anchoring device 100 is located at the dropping point.

The height H of the anchoring device 100 from the bottom of the seabed so that the descent height of the anchoring device 100 is a function of the magnitude of the vertical load applied to the anchoring device 100 and the accuracy of the penetration depth or penetration point of the anchoring device 100 The design can be changed appropriately according to the tolerance range.

The falling line D and the mooring line M are coupled to the anchoring apparatus 100 descended from the seabed ground S to a predetermined height H. [ The mooring line M is a line connecting the anchoring device 100 penetrated into the seabed ground S and the marine structure or the ship 50 to be installed thereafter. And the drop line D can be constructed in consideration of the required drop height of the anchoring device 100. [0064] As shown in Fig.

When the underwater robot ROV releases the locking device of the connection part between the anchor device 100 and the drop line D, the anchor device 100 can freely fall by its own weight and penetrate the seabed ground S, (S). The mooring line M is connected to the anchoring apparatus 100 penetrated into the seabed ground S and then the mooring line M is connected to the marine structure or the ship 50 to be installed on the sea, It may be fixed or its movement restricted.

2 is a perspective view illustrating an anchoring apparatus according to an embodiment of the present invention. 3 is a view illustrating a state in which the fastening portion is separated from the anchoring device according to the embodiment of the present invention. 4 is a view showing a state where an anchoring apparatus according to an embodiment of the present invention is introduced into a seabed ground. FIG. 5 is a view schematically showing a state in which a first body part and a second body part are deployed to each other through a wedge in an anchoring device according to an embodiment of the present invention.

2 to 5, an anchoring apparatus 100 according to an embodiment of the present invention includes a first body 110, a second body 120, and a fastener 130.

The first body part 110 is a part that can be penetrated into the seabed ground S by a falling method and can be penetrated into the seabed ground S together with the second body part 120 to be described later. Specifically, as described above, if the anchoring device 100 is lowered to a predetermined height H from the seabed ground S and then the falling line D is cut, the first body portion 110 and the second body portion 120 may fall through free fall by its own weight and then be intruded into the seabed ground S.

In this free fall process, as the self weight is increased, the influence of the current or the like can be minimized and the potential energy can be increased relatively. Therefore, the first body portion 110 and the second body portion 120 are dropped together, (S).

The second body part 120 is hinged to one side of the side of the first body part 110 so that one side of the second body part 120 can be penetrated into the bottom of the sea bed S by a falling method together with the first body part 110, 4 and the first body portion 110 as shown in FIG.

It is advantageous to collapse the first body part 110 and the second body part 120 together and to drop and penetrate them in the free fall and intrusion process. However, when considering the resistive force against the pulling force after the penetration into the seabed ground S, 2 When the body portion 120 is spread with respect to the first body portion 110, the resistance against the pulling force can be further increased.

Accordingly, as shown in FIGS. 2 and 3, the first body part 110 and the second body part 120 are folded until reaching the bottom of the sea and penetrating the seabed ground S, The first body part 110 and the second body part 120 can be opened when the rear mooring line M is pulled.

The fastening part 130 is a part that can fasten the other ends of the first body part 110 and the second body part 120 to each other and the first body part 110 and the second body part 120, The other ends of the first and second body parts 110 and 120 are fastened to each other while the first and second body parts 110 and 120 are folded, And may be separated from the other end of each of the body portions 120. [

As described above, the anchoring device 100 according to the present embodiment can expand the first body part 110 and the second body part 120 with respect to one side of the hinged side, .

In the anchoring device 100 according to the present embodiment, the first body part 110 and the second body part 120 may be formed to be symmetrical with respect to each other with respect to the mating surface. That is, as shown in FIG. 2, when the first body part 110 and the second body part 120 are in a folded state, the respective surfaces may be symmetrical to each other to have a uniform cross-sectional shape.

Therefore, while the first body portion 110 and the second body portion 120 are falling and penetrated together, the resistance due to the current and ground can be received relatively uniformly in the respective portions of the anchoring device 100, The accuracy of penetration can be further improved.

The first body portion 110 and the second body portion 120 each have a semicircular cross-section. The first body portion 110 and the second body portion 120 have a first side surface and a second side surface, And the second body portion 120 may be unfolded with respect to the first body portion 110 so that the other end is positioned on the same plane.

4 and 5, when the mooring line M is pulled, the first body part 110 and the second body part 120 can function as one plate as a whole, It is possible to further increase the resistance force caused by the friction with the contact surface.

Meanwhile, in the anchoring device 100 according to the present embodiment, the recovery line 130 may be coupled so that the coupling part 130 can be recovered. Only the first body part 110 and the second body part 120 of the anchoring device 100 are penetrated into the seabed ground S and the coupling part 130 includes the first body part 110 and the second body part 120, If it is detached from the second body part 120, the coupling part 130 may be collected and reused by being coupled to another separate first body part and second body part.

As described above, the anchoring device 100 according to the present embodiment can reduce the cost of manufacturing and using the anchoring device 100 by collecting and reusing the fastening part 130. [

In the anchoring apparatus 100 according to the present embodiment, a wedge 150 that can move in the direction of the coupling part 130 may be interposed between the coupling surfaces of the first body part 110 and the second body part 120. That is, as shown in FIG. 5, the wedge 150 may be disposed on a surface of the anchoring device 100 where the first body 110 and the second body 120 are coupled. The wedge may be sharpened toward the direction in which the first body part 110 and the second body part 120 extend, and may be connected to the moire ring line M.

When the mooring line M is pulled, the wedge 150 moves in the direction of the fixed part 130 and the first body part 110 and the second body part 120 are rotated at a predetermined angle The first body 110 and the second body 120 can be completely unfolded as the friction between the first body 110 and the second body 120 progresses. have.

The wedge 150 may be connected to a signal line (not shown) provided separately from the moire ring line M, and may be configured to move according to a unique signal. In addition, the wedge 150 may be formed as a member extended along the surface where the first body 110 and the second body 120 are coupled, and may be variously modified as needed.

While the present invention has been particularly shown and described with reference to exemplary embodiments thereof, it is to be understood that the invention is not limited to the disclosed embodiments, but, on the contrary, It will be understood by those skilled in the art that various changes in form and details may be made therein without departing from the spirit and scope of the invention as defined by the appended claims.

50: Offshore structures or ships, etc. 100: Anchoring devices
110: first body part 120: second body part
130: fastening part 140: recovery line
150: Wedge

Claims (5)

A first body portion;
A second body part hinged to a side end of the first body part;
A fastening part for fastening the other ends of the first body part and the second body part to each other; And
And a recovery line coupled to the coupling part to recover the coupling part.
The method according to claim 1,
Wherein the first body portion and the second body portion are symmetrical with respect to each other with reference to a mating surface.
3. The method of claim 2,
Wherein the first body portion and the second body portion each have a semicircular cross section,
Wherein the second body part is extended with respect to the first body part such that one side end and the other end of the first body part and the side end and the other end of the second body part are on the same plane.
delete A first body portion;
A second body part hinged to a side end of the first body part;
A fastening part for fastening the other ends of the first body part and the second body part to each other; And
And a wedge positioned on a mating surface of the first body portion and the second body portion, the wedge being movable in the direction of the fastening portion.
KR1020150134662A 2015-09-23 2015-09-23 Anchoring apparatus KR101722166B1 (en)

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KR1020150134662A KR101722166B1 (en) 2015-09-23 2015-09-23 Anchoring apparatus

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Application Number Priority Date Filing Date Title
KR1020150134662A KR101722166B1 (en) 2015-09-23 2015-09-23 Anchoring apparatus

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KR101722166B1 true KR101722166B1 (en) 2017-03-31

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20190114449A (en) 2018-03-30 2019-10-10 삼성중공업 주식회사 Floating structure and mooring method for floating structure

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20120064774A (en) 2010-12-10 2012-06-20 현대건설주식회사 Suction file anchor and constructing method thereof
US20130160694A1 (en) * 2010-08-10 2013-06-27 Deep Sea Anchors As Gravity installed anchor
KR20150077559A (en) * 2013-12-27 2015-07-08 대우조선해양 주식회사 pile input plate type anchor and installing method thereof

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20130160694A1 (en) * 2010-08-10 2013-06-27 Deep Sea Anchors As Gravity installed anchor
KR20120064774A (en) 2010-12-10 2012-06-20 현대건설주식회사 Suction file anchor and constructing method thereof
KR20150077559A (en) * 2013-12-27 2015-07-08 대우조선해양 주식회사 pile input plate type anchor and installing method thereof

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20190114449A (en) 2018-03-30 2019-10-10 삼성중공업 주식회사 Floating structure and mooring method for floating structure

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