KR20150116738A - A assist device for refloating of concreat structure in the sea - Google Patents
A assist device for refloating of concreat structure in the sea Download PDFInfo
- Publication number
- KR20150116738A KR20150116738A KR1020140042060A KR20140042060A KR20150116738A KR 20150116738 A KR20150116738 A KR 20150116738A KR 1020140042060 A KR1020140042060 A KR 1020140042060A KR 20140042060 A KR20140042060 A KR 20140042060A KR 20150116738 A KR20150116738 A KR 20150116738A
- Authority
- KR
- South Korea
- Prior art keywords
- anchor
- concrete structure
- fixing groove
- lifting
- fastening
- Prior art date
Links
Images
Classifications
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B66—HOISTING; LIFTING; HAULING
- B66C—CRANES; LOAD-ENGAGING ELEMENTS OR DEVICES FOR CRANES, CAPSTANS, WINCHES, OR TACKLES
- B66C1/00—Load-engaging elements or devices attached to lifting or lowering gear of cranes or adapted for connection therewith for transmitting lifting forces to articles or groups of articles
- B66C1/10—Load-engaging elements or devices attached to lifting or lowering gear of cranes or adapted for connection therewith for transmitting lifting forces to articles or groups of articles by mechanical means
- B66C1/62—Load-engaging elements or devices attached to lifting or lowering gear of cranes or adapted for connection therewith for transmitting lifting forces to articles or groups of articles by mechanical means comprising article-engaging members of a shape complementary to that of the articles to be handled
- B66C1/66—Load-engaging elements or devices attached to lifting or lowering gear of cranes or adapted for connection therewith for transmitting lifting forces to articles or groups of articles by mechanical means comprising article-engaging members of a shape complementary to that of the articles to be handled for engaging holes, recesses, or abutments on articles specially provided for facilitating handling thereof
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
- E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
Abstract
Description
BACKGROUND OF THE
In general, when building marine facilities such as marinas, harbors, docks, etc., it is necessary to perform basic facilities, and the basic equipment is constructed of a
In the above, the
That is, a unit block having a rectangular parallelepiped shape and a unit block having a sloped side are stacked in a block stacking manner.
When the
As described above, devices and methods which are connected to a structure installed and arranged in the ocean using
In Korean Patent Registration No. 10-1261859 (name: a breaker device and a method of lifting a ship using the same), a through hole is formed in the breaker means and a hook provided on the end of the lifting wire is connected to the through hole, Then, it is lifted up.
In addition, Korean Patent Registration No. 10-1295412 (titled asphalt mat for lifting friction using lifting coupling plates) proposed a connecting plate embedded in a structure and having a nut groove formed therein, And a lifting wire is connected to the loop so as to lift the lifting wire.
In Korean Patent Registration No. 10-1190705 (name: sinker for buoy, which is easy to install and use), a structure is provided with a latch, and a lifting wire is connected to the latch when lifting to lift the latch.
However, there is a problem in that it is not applicable to salvage of a concrete structure flooded in the sea through various lifting devices of the related art as described above.
4 and 5, when a
However, in the conventional method for lifting the marine concrete structure, the operation of lifting the concrete structure upward by buoyancy in the water is smoothly performed. However, after lifted to the outside of the water, the peripheral portion of the anchor bolt And the operation is not smoothly performed.
This is because, as the concrete structure is installed in the sea, the anchor bolt is corroded by seawater and its durability is remarkably deteriorated. Even when the anchor bolt is separated from the concrete structure, as shown in FIG. 6, There is a problem in that a safety accident in which a lifting line or a barge line installed with a crane device is tilted and sunk by a reaction due to a reaction occurs.
In addition, when the concrete structure is lifted and reinstalled for recycling, there is a problem that it is inconvenient to dismantle the anchor bolts protruding to the outside, which makes recycling work difficult.
SUMMARY OF THE INVENTION The present invention has been proposed in order to solve the above-mentioned problems of the prior art, and an object of the present invention is to provide a method and apparatus for recovering a concrete block which is installed in water and which constitutes a foundation of an offshore structure such as a quay, The present invention is to provide a lifting assisting device for a marine concrete structure that can be quickly and stably performed when reinstalling and re-collecting work.
In order to accomplish the above object, the present invention provides a lifting assistance device for a marine concrete structure including an anchor rod inserted into a fixing groove formed in a marine concrete structure, Wherein the fixing groove is formed in a funnel shape in which the diameter of the fixing groove gradually increases from the inlet to the inside thereof; The anchor rod is formed with a threaded portion to which a fixing anchor having a fastening hole for fastening a lifting wire is fastened at an upper end thereof and an enlarged portion extending from the upper end to the lower end of the fastening anchor is formed.
The anchor rod includes a strut, which is screwed on the upper end of the fixed anchor and vertically arranged inside the fixing hole, and a lower end portion of the anchor rod, which surrounds the outer circumferential surface of the strut and is inserted into the fixing hole, And an anchor pipe adapted to relax the shrinkage.
In the strut, at least one sloped surface between the upper end and the lower end, the diameter of which increases from the upper part to the lower part, is formed to have a larger diameter at the lower end than the upper end.
The fixing groove is coated with a chemical adhesive; The anchor rod is provided with a nut groove having a fastening hole for fastening a lifting wire to an upper end thereof and screwing the fastening anchor having a screw protrusion on an outer circumferential surface thereof and a plurality of vertical cut- And extending from the nut groove; The fixed anchor has an extension protrusion formed at a lower end of the fixed anchor so as to extend into a portion of the fixed anchor that extends into the cut-out portion, and a portion where the cut-out portion is located is extended outward.
The above-described lifting assistance device for a marine concrete structure according to the present invention is characterized in that, when lifting a block-shaped concrete structure constituting an offshore facility such as a quay, a breakwater, etc., an anchor rod to which a lifting wire is connected, The anchor rod can be permanently fixed to the concrete structure. Thus, the anchor rod can be fixed to the concrete structure, and the anchor can be fastened by lifting and re-collecting whenever necessary. And it is possible to reliably carry out re-lifting work.
BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 is a schematic illustration showing general marine facilities; FIG.
Fig. 2 and Fig. 3 are schematic perspective views showing a concrete structure of a block type constituting general marine facilities. Fig.
Figs. 4 and 5 are schematic views showing a state in which a conventional concrete structure is lifted. Fig.
Fig. 6 is a schematic cross-sectional exemplary view showing a problem in a state where a conventional concrete structure is lifted. Fig.
FIG. 7 is a schematic view showing a process of forming a tapered groove in a marine concrete structure to be applied to a lifting assistance device of a marine concrete structure according to an embodiment of the present invention; FIG.
FIG. 8 is a schematic cross-sectional view showing a process of embedding a lifting assistance device of a marine concrete structure in a concrete structure according to an embodiment of the present invention; FIG.
Fig. 9 is a partially cutaway schematic cross-sectional exemplary view showing the use state of a lifting auxiliary device of a marine concrete structure according to the present embodiment. Fig.
10 is a schematic cross-sectional exemplary view showing a lifting assistance device for a marine concrete structure according to another embodiment of the present invention.
11 is a schematic view showing an operation state of an anchor rod and an anchor bolt applied to a lifting auxiliary device of a marine concrete structure according to the present embodiment.
FIG. 12 is a partially cutaway schematic cross-sectional exemplary view showing the state of anchor rods applied to a lifting assistance device of a marine concrete structure according to the present embodiment. FIG.
Hereinafter, a lifting assistance device for a marine concrete structure according to a preferred embodiment of the present invention will be described in detail with reference to the accompanying drawings.
The embodiments of the present invention can be modified in various forms, and the scope of the present invention should not be construed as being limited to the embodiments described in detail below. This embodiment is provided to more fully describe the present invention to those skilled in the art. Therefore, the shapes and the like of the elements in the drawings can be exaggeratedly expressed to emphasize a clearer description. It should be noted that in the drawings, the same members are denoted by the same reference numerals. Detailed descriptions of well-known functions and constructions which may be unnecessarily obscured by the gist of the present invention are omitted.
FIGS. 7 to 9 are views showing a lifting assistance device for a marine concrete structure according to an embodiment of the present invention. The
That is, after the
In the
That is, as the depth of the
In the above-described
That is, normally, while the fixed
In the
That is, the
Therefore, when the
Further, in the
The
The operation and effect of the
First, when a
In order to form the fixing
When the
At this time, the
The fixing
8, the
At this time. The
Accordingly, the lower portion of the fixing
As described above, when the
When the
10 to 12 are views showing a lifting assistance device for a marine concrete structure according to another embodiment of the present invention. In the
The
The lower end of the fixed
11, the
12, the opening and closing
When it is desired to connect the
As described above, in the
Therefore, when the
Thus, the lifting work of the
As described above, the lifting assistance device of the marine concrete structure according to the present embodiment can easily and reliably perform the lifting operation because the anchor rod to which the lifting wire is connected is not easily separated from the concrete structure.
It will be apparent to those skilled in the art that various modifications and equivalent arrangements may be made therein without departing from the scope of the present invention as defined by the appended claims and their equivalents. . Therefore, it is to be understood that the present invention is not limited to the above-described embodiments. Accordingly, the true scope of the present invention should be determined by the technical idea of the appended claims. It is also to be understood that the invention includes all modifications, equivalents, and alternatives falling within the spirit and scope of the invention as defined by the appended claims.
1: Lifting assistance device 2: Concrete structure
3: fastening hole 4: fixed anchor
5: lifting wire 6: crane device
7: Marine Facilities 8: Fixing Holes
9: anchor rod 10: threaded portion
11: Support 12: Cutting groove
13: anchor pipe 14: guide rod
15: Cutter blade 16: Chemical adhesive
17: nut groove 18: extension projection
19: Opening and closing bolts
Claims (4)
The above-
A funnel shape whose diameter gradually increases as it enters the interior from the inlet;
In the above-described anchor rod,
Wherein an extension part having a threaded part for threading a fixed anchor having a fastening hole for fastening the lifting wire to the upper end thereof and an enlarged diameter extending from the upper end to the lower end is formed.
The above-
A support having a fixed anchor screwed on a top thereof and vertically arranged inside the fixing groove; And an anchor pipe enclosing the outer circumferential surface of the strut, inserted into the fixing groove, and formed with a cut-out groove in the lower portion to relax the shrinkage.
In the above-mentioned support,
And at least one inclined surface whose diameter increases from the upper part to the lower part between the upper part and the lower part so that the diameter of the lower part of the lower part is larger than that of the upper part.
In the fixing groove,
A CHEMICAL adhesive is applied;
In the above-described anchor rod,
A nut groove having a fastening hole for fastening a lifting wire on an upper end thereof and threadedly fastening the fastening anchor provided with a screw protrusion on an outer circumferential surface thereof and having a plurality of vertical cut- ;
At the lower end of the fixed anchor,
And an extension protrusion that extends toward the cut-out portion and expands a portion in which the cut-out portion is positioned to extend outward so that the lower portion of the fixation groove is expanded.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
KR1020140042060A KR20150116738A (en) | 2014-04-08 | 2014-04-08 | A assist device for refloating of concreat structure in the sea |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
KR1020140042060A KR20150116738A (en) | 2014-04-08 | 2014-04-08 | A assist device for refloating of concreat structure in the sea |
Publications (1)
Publication Number | Publication Date |
---|---|
KR20150116738A true KR20150116738A (en) | 2015-10-16 |
Family
ID=54365701
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
KR1020140042060A KR20150116738A (en) | 2014-04-08 | 2014-04-08 | A assist device for refloating of concreat structure in the sea |
Country Status (1)
Country | Link |
---|---|
KR (1) | KR20150116738A (en) |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2017131257A1 (en) * | 2016-01-27 | 2017-08-03 | 김중호 | Lifting fastener |
CN110359937A (en) * | 2019-06-27 | 2019-10-22 | 湖南科技大学 | A kind of roofbolt recovering device and recovery method of sound combination driving |
KR102424505B1 (en) * | 2022-04-19 | 2022-07-25 | 유한회사 신아개발 | A Lifting auxiliary device for offshore concrete structure |
KR102604243B1 (en) * | 2022-10-25 | 2023-11-21 | 주식회사 항도엔지니어링 | Anchor type lifting unit and concrete block lifting method using the same |
-
2014
- 2014-04-08 KR KR1020140042060A patent/KR20150116738A/en not_active Application Discontinuation
Cited By (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2017131257A1 (en) * | 2016-01-27 | 2017-08-03 | 김중호 | Lifting fastener |
CN108698803A (en) * | 2016-01-27 | 2018-10-23 | 金仲镐 | Promotion fastener |
US20190031473A1 (en) * | 2016-01-27 | 2019-01-31 | Choong Ho Kim | Lifting fastener |
CN110359937A (en) * | 2019-06-27 | 2019-10-22 | 湖南科技大学 | A kind of roofbolt recovering device and recovery method of sound combination driving |
CN110359937B (en) * | 2019-06-27 | 2024-01-23 | 湖南科技大学 | Anchor rod recovery device driven by dynamic and static combination and recovery method |
KR102424505B1 (en) * | 2022-04-19 | 2022-07-25 | 유한회사 신아개발 | A Lifting auxiliary device for offshore concrete structure |
KR102604243B1 (en) * | 2022-10-25 | 2023-11-21 | 주식회사 항도엔지니어링 | Anchor type lifting unit and concrete block lifting method using the same |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
KR101220995B1 (en) | Installing method of concrete block | |
EP2917097B1 (en) | Floatable transportation and installation structure for transportation and installation of a floating wind turbine, a floating wind turbine and method for transportation and installation of the same | |
JP5536788B2 (en) | Lifting device and lifting method for concrete member | |
JP6619204B2 (en) | Deadline method and water barrier structure | |
KR101633440B1 (en) | Installing apparatus of leg for fixing vessel and installing method of leg using the same | |
KR101950906B1 (en) | Cofferdam Construction Method using Connection of Steel Pipe Members | |
KR20150116738A (en) | A assist device for refloating of concreat structure in the sea | |
US7563056B2 (en) | Telescoping piling apparatus and method | |
JP2006249685A (en) | Cofferdam construction method for underwater structure, and structure for cofferdam | |
JP5798227B2 (en) | Floating body installation method | |
KR20120046667A (en) | Device for sling pile | |
KR102443891B1 (en) | Jig assembly for interpenetration of marine monopile and the interpenetration method using this | |
KR200474975Y1 (en) | Mooring bollard apparatus for ship | |
JP4669386B2 (en) | Reinforcement structure of foundation in existing underwater structure and its reinforcement method | |
KR102424505B1 (en) | A Lifting auxiliary device for offshore concrete structure | |
KR101618797B1 (en) | A auxilliary lifting device of marine concrete strucyures and a lifting methode using lifting equipment | |
JP2010043453A (en) | Manhole lift restraining apparatus | |
KR101411719B1 (en) | A assist device for refloating of concreat structure in the sea | |
EP3290590A1 (en) | A method and a tool assembly for the removal of a monopile foundation | |
KR102398377B1 (en) | Offshore jacket structure system for the full reuse after decommission and the field work procedure | |
US11767652B2 (en) | Device for securing a connection to be formed between a leg of a marine structure and a pile of a fundament fastened in a seabed | |
KR20120113693A (en) | Concrete block and manufacturing method therof | |
KR102624682B1 (en) | Apparatus for preventing scour | |
CN207378277U (en) | A kind of end socket being laid with for extra large pipe pipe crimping | |
JP2005232747A (en) | Method and member for installing underwater framework structure |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
A201 | Request for examination | ||
E902 | Notification of reason for refusal | ||
E90F | Notification of reason for final refusal | ||
E601 | Decision to refuse application |