KR20130037383A - Fiber reinforced plastic suction foundation and construction method - Google Patents
Fiber reinforced plastic suction foundation and construction method Download PDFInfo
- Publication number
- KR20130037383A KR20130037383A KR1020110101764A KR20110101764A KR20130037383A KR 20130037383 A KR20130037383 A KR 20130037383A KR 1020110101764 A KR1020110101764 A KR 1020110101764A KR 20110101764 A KR20110101764 A KR 20110101764A KR 20130037383 A KR20130037383 A KR 20130037383A
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- South Korea
- Prior art keywords
- pipe
- suction
- members
- hollow
- weight body
- Prior art date
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Classifications
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/32—Foundations for special purposes
- E02D27/52—Submerged foundations, i.e. submerged in open water
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D7/00—Methods or apparatus for placing sheet pile bulkheads, piles, mouldpipes, or other moulds
- E02D7/20—Placing by pressure or pulling power
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B17/00—Artificial islands mounted on piles or like supports, e.g. platforms on raisable legs or offshore constructions; Construction methods therefor
- E02B2017/0056—Platforms with supporting legs
- E02B2017/0073—Details of sea bottom engaging footing
- E02B2017/0078—Suction piles, suction cans
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2250/00—Production methods
- E02D2250/0053—Production methods using suction or vacuum techniques
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2300/00—Materials
- E02D2300/0004—Synthetics
- E02D2300/0006—Plastics
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2300/00—Materials
- E02D2300/0026—Metals
- E02D2300/0029—Steel; Iron
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- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Foundations (AREA)
Abstract
Description
The present invention relates to a suction foundation installed on the seabed and a construction method thereof. Specifically, a suction foundation installed in water for fixing or restraining an offshore structure, and includes a plurality of conventional large-diameter suction foundations formed of a single pipe member. By constructing a plurality of pipe members made of a pipe (Fiber Reinforced Plastic) (pipe abbreviated as "FRP") that does not have a risk of corrosion, such as small diameter steel pipe or seawater, and a concrete weight to combine them In addition, the present invention relates to a suction foundation and a construction method thereof which are configured to improve resistance to vertical and horizontal loads by increasing friction area with the ground while improving durability and economy.
Large-scale storage facilities, and wind power generation facilities are being built on the sea. In order to install such a marine structure on the sea, it should be installed so that the foundation for supporting the marine structure is fixed to the sea bottom.
Korean Patent No. 10-986667 discloses an example of a suction anchor according to the prior art as shown in Figure 1, the
Such a conventional suction anchor or suction pile is mostly composed of a large diameter single steel pipe or a single concrete pipe. However, it is not only very expensive to manufacture suction anchors or suction piles from large diameter single steel pipes or large diameter single concrete pipes, but also has a high difficulty in transporting suction anchors or suction piles at sea, and thus, costs are high. In addition, since steel pipes or concrete pipes used as suction anchors or suction piles are exposed to seawater, corrosion occurs in suction anchors and suction piles, thereby causing a problem in that durability is greatly reduced.
The present invention overcomes the limitations of the prior art as described above, and may not only function as a suction pile or a suction anchor, but also support a pillar of a wind power generator or other offshore structure in addition to the function as a suction pile or a suction anchor. It has a function as a foundation, improves durability, and is easy to transport to the sea, and can exhibit great resistance to vertical load (pulling force) and horizontal load while intruding into the ground, and reduce manufacturing cost. The purpose is to provide a suction foundation.
In order to achieve the above object, the present invention comprises a plurality of pipe members made of a small diameter steel pipe or a small diameter FRP, and a weight body integrally formed on the upper ends of the plurality of pipe members. A suction basis is provided.
In the suction foundation as described above of the present invention, the tubular member has a hollow, the inside of the hollow hollow of the tubular member is formed with a protrusion projecting at a position spaced downward from the top, the hooking projection of the tubular member A blocking plate for closing the hollow cross section is mounted, and a through hole formed in the blocking plate is connected to a lower end of the drain pipe so that the drain pipe has a structure extending upward of the pipe member.
In particular, the weight body is produced by pouring concrete or mortar so that the upper end of the plurality of pipe members are embedded, concrete or mortar is poured over the blocking plate of the pipe member so that the drain pipe is embedded in the weight body of the pipe member The upper end and the weight are integrated to form a suction foundation.
Furthermore, a joining protrusion may be formed on the surface of the plurality of tubular members at an upper portion of the plurality of tubular members so as to be embedded in the weight body to allow the weight body and the plurality of tubular members to be coupled through mechanical friction. A case covering the outside of the sieve may be included.
In the suction foundation according to the present invention, when a plurality of lower end portions of the tubular members reach the sea bottom, the plurality of pipe members are inserted into the seabed ground and fixed to the seabed ground while the water in the hollow of the pipe member is drained through the drainage pipe. do.
Unlike conventional suction anchors and suction piles which were equipped with a large diameter single steel pipe or a single concrete pipe for installing a marine structure on the sea, the suction foundation according to the present invention uses a plurality of small diameter pipe members, It is possible to greatly reduce the manufacturing cost of the prior art and easy to transport and construction, thereby exhibiting the effect of reducing the construction cost and economical efficiency.
In particular, in the suction foundation according to the present invention, it is possible to use FRP pipes that are light and have no risk of corrosion for seawater. Thus, by using FRP pipes, durability can be improved without additional measures such as anti-corrosion treatment such as steel pipes and concrete. Simultaneously with this, it is easier to transport by sea, which greatly increases the effect of reducing air and reducing construction costs.
In addition, since the suction foundation according to the present invention is composed of a plurality of small diameter steel pipes or FRP pipes, the manufacturing cost is lower than that of a conventional suction pile or suction anchor using a single large diameter steel pipe or a single large diameter concrete. In particular, in the present invention, when viewed in the longitudinal cross-sectional shape of the tube member consisting of a plurality of small-diameter steel pipe or FRP pipe, a plurality of small-diameter steel pipe or FRP pipe than a conventional suction pile or suction anchor consisting of one steel pipe The area in which the formed tubular member contacts the seabed ground is increased. Therefore, the peripheral frictional force of the pipe member composed of a plurality of small-diameter steel pipes or small-diameter FRP pipes is greatly increased, so that the frictional force between the suction foundation and the seabed ground is greatly increased, so that the resistance to the vertical load (pulling force) acting on the suction foundation is Of course, the resistance to horizontal load is also greatly increased, and thus the suction foundation is more firmly fixed to the seabed than the conventional suction pile or suction anchor.
1 is a schematic cross-sectional view showing the structure of a conventional suction anchor.
2A and 2B are schematic perspective views of a suction foundation according to the present invention, respectively.
3 is a schematic cross-sectional view along line AA of FIG. 2A.
4 is a schematic perspective view of a tube member according to the present invention.
5 is a schematic layout view of a tube member according to the present invention.
6 to 8 are schematic cross-sectional views showing a state in which the suction foundation according to the present invention is introduced into the seabed.
Hereinafter, preferred embodiments of the present invention will be described with reference to the accompanying drawings. Although the present invention has been described with reference to the embodiments shown in the drawings, it is to be understood that the technical idea of the present invention and its essential structure and operation are not limited thereby.
2A and 2B show a schematic perspective view of a suction foundation 1 according to the present invention manufactured using a plurality of small diameter pipe members, respectively, and FIG. 2A shows that the weight 2 is circular. As a case is a perspective view of the suction foundation (1) looking down from the top, Figure 2b is a perspective view from above looking up the embodiment in which the weight (2) is rectangular.
3 shows a cross-sectional view of the suction foundation 1 according to the present invention shown in FIG. 2A, and a schematic cross-sectional view taken along line A-A of FIG. 2A. 4 is a schematic perspective view of the upper end of the
As shown in the figure, the suction foundation 1 according to the present invention is integrally formed with a plurality of
In the present invention, the
The
On the other hand, a joining
In the present invention, the
As described above, when the plurality of
6 and 7 are respectively shown a schematic diagram showing a suction foundation (1) in accordance with the present invention intruding into the seabed ground and the wind turbine is installed as an example of the offshore structure on the suction foundation (1). FIG. 6 shows a state in which the bottom of the seabed is flat and the lengths of the
Subsea ground is usually composed of a soft layer of the upper portion and the
The suction foundation 1 according to the present invention may be used as a foundation for directly supporting the offshore structure as shown in FIGS. 6 and 7, but may also be used as a suction anchor with a large horizontal load. 8 is a schematic diagram showing that the floating floating structure floating on the sea and the suction foundation (1) of the present invention, the suction foundation (1) of the present invention is utilized as an anchor so that the floating floating structure does not leave the position It is.
As described above, since the suction foundation 1 according to the present invention is manufactured using a light and inexpensive and
Since the suction foundation 1 according to the present invention is composed of a plurality of
1: Suction Foundation
10: FRP tube
20: Weight
Claims (6)
Inside the hollow (16) of the pipe member 10 is provided with a blocking plate (12) for closing the hollow cross section, the blocking plate (12) is formed with a through hole to which the drain pipe (13) is connected;
The weight body 20 is formed by pouring concrete or mortar onto the blocking plate 12 in a state where the pipe members 10 are arranged at a plurality of intervals, whereby an upper end of the plurality of pipe members 10 is formed. It is integrated with the upper end of the tubular member (10) to be embedded in the form;
The water in the hollow 16 of the pipe member 10 is drained through the drain pipe 13 while the lower ends of the plurality of pipe members 10 are in contact with the seabed while the pipe member 10 is placed on the seabed. Suction base using a plurality of pipe members, characterized in that it has a configuration that is inserted and fixed.
On the upper surface of the tubular member 10, there is formed a joining protrusion 14, which is embedded in the weight body 20 to allow the weight body 20 and the tubular member 10 to be coupled to each other through mechanical friction. Suction foundation using a plurality of tubular members characterized in that.
Suction foundation using a plurality of tubular members, characterized in that it further comprises a case (21) covering the outside of the weight body (20).
The plurality of tubular members (10), the basis of the suction using a plurality of tubular members, characterized in that the length of the weight body 20 is different from each other.
Suction base using a plurality of pipe members, characterized in that the plurality of pipe members 10 are made of steel pipes or FRP pipes.
In the state where the lower end of the pipe member 10 touches the seabed, the water in the hollow 16 of the pipe member 10 is drained through the drainage pipe 13 and the pipe member 10 is introduced into the seabed. Suction foundation construction method provided with a FRP pipe characterized in that it is fixed.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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KR1020110101764A KR101278509B1 (en) | 2011-10-06 | 2011-10-06 | Fiber Reinforced Plastic Suction Foundation and Construction Method |
Applications Claiming Priority (1)
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KR1020110101764A KR101278509B1 (en) | 2011-10-06 | 2011-10-06 | Fiber Reinforced Plastic Suction Foundation and Construction Method |
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KR20130037383A true KR20130037383A (en) | 2013-04-16 |
KR101278509B1 KR101278509B1 (en) | 2013-07-02 |
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KR1020110101764A KR101278509B1 (en) | 2011-10-06 | 2011-10-06 | Fiber Reinforced Plastic Suction Foundation and Construction Method |
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Cited By (9)
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KR101421463B1 (en) * | 2013-04-23 | 2014-07-23 | 한국해양과학기술원 | Upper multi-suction bucket group pile for increasing lateral resistance |
KR20150144184A (en) * | 2014-06-16 | 2015-12-24 | 건국대학교 산학협력단 | Support structure of offshore wind turbines and structure method thereof |
EP2999623A1 (en) * | 2013-04-26 | 2016-03-30 | Csub As | A suction anchor, a composite module segment for a suction anchor and a method for assembling such segments |
WO2019074255A1 (en) * | 2017-10-11 | 2019-04-18 | 노창석 | Multi-pile multi-depth foundation |
CN110762312A (en) * | 2019-11-15 | 2020-02-07 | 中国人民解放军陆军工程大学 | Connecting structure and connecting method of pultrusion reinforced FRP (fiber reinforced Plastic) pipe |
CN111379271A (en) * | 2020-03-17 | 2020-07-07 | 中国能源建设集团广东省电力设计研究院有限公司 | Offshore wind turbine foundation and grouting construction method thereof |
CN111636465A (en) * | 2020-05-29 | 2020-09-08 | 中铁大桥勘测设计院集团有限公司 | Integrated deepwater foundation and construction method thereof |
CN113152545A (en) * | 2021-05-19 | 2021-07-23 | 长江勘测规划设计研究有限责任公司 | Outer soil body reinforcing device of offshore wind power suction barrel |
CN113152546A (en) * | 2021-05-19 | 2021-07-23 | 长江勘测规划设计研究有限责任公司 | Offshore wind power suction barrel periphery soil body reinforcing device |
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KR101660758B1 (en) | 2014-03-07 | 2016-09-28 | 한국해양과학기술원 | Plate Pile Anchor with multiple suction piles |
KR102079186B1 (en) | 2019-09-24 | 2020-02-19 | 한국건설기술연구원 | Constructing Method for Multi Suction Piles, and Guide Frame for Multi Suction Piles |
Family Cites Families (4)
Publication number | Priority date | Publication date | Assignee | Title |
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JP3518379B2 (en) | 1998-12-09 | 2004-04-12 | 株式会社大林組 | Construction method for underwater structures |
JP4123248B2 (en) | 2005-06-06 | 2008-07-23 | 株式会社大林組 | Underwater foundation structure |
KR100986667B1 (en) | 2008-03-17 | 2010-10-08 | (주)대우건설 | A construction system of the suction pile |
KR101048023B1 (en) | 2011-02-09 | 2011-07-13 | 이종석 | System pile unit of type suction |
-
2011
- 2011-10-06 KR KR1020110101764A patent/KR101278509B1/en active IP Right Grant
Cited By (12)
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KR101421463B1 (en) * | 2013-04-23 | 2014-07-23 | 한국해양과학기술원 | Upper multi-suction bucket group pile for increasing lateral resistance |
EP2999623A1 (en) * | 2013-04-26 | 2016-03-30 | Csub As | A suction anchor, a composite module segment for a suction anchor and a method for assembling such segments |
EP2999623A4 (en) * | 2013-04-26 | 2017-03-29 | Ces Technology AS | A suction anchor, a composite module segment for a suction anchor and a method for assembling such segments |
KR20150144184A (en) * | 2014-06-16 | 2015-12-24 | 건국대학교 산학협력단 | Support structure of offshore wind turbines and structure method thereof |
WO2019074255A1 (en) * | 2017-10-11 | 2019-04-18 | 노창석 | Multi-pile multi-depth foundation |
CN110762312A (en) * | 2019-11-15 | 2020-02-07 | 中国人民解放军陆军工程大学 | Connecting structure and connecting method of pultrusion reinforced FRP (fiber reinforced Plastic) pipe |
CN110762312B (en) * | 2019-11-15 | 2024-03-29 | 中国人民解放军陆军工程大学 | Connection structure and connection method of pultruded reinforced FRP pipe |
CN111379271A (en) * | 2020-03-17 | 2020-07-07 | 中国能源建设集团广东省电力设计研究院有限公司 | Offshore wind turbine foundation and grouting construction method thereof |
CN111636465A (en) * | 2020-05-29 | 2020-09-08 | 中铁大桥勘测设计院集团有限公司 | Integrated deepwater foundation and construction method thereof |
CN111636465B (en) * | 2020-05-29 | 2021-11-30 | 中铁大桥勘测设计院集团有限公司 | Integrated deepwater foundation and construction method thereof |
CN113152545A (en) * | 2021-05-19 | 2021-07-23 | 长江勘测规划设计研究有限责任公司 | Outer soil body reinforcing device of offshore wind power suction barrel |
CN113152546A (en) * | 2021-05-19 | 2021-07-23 | 长江勘测规划设计研究有限责任公司 | Offshore wind power suction barrel periphery soil body reinforcing device |
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