KR101688008B1 - Artificial reef assembly and installation method for reducing settlement and scour - Google Patents
Artificial reef assembly and installation method for reducing settlement and scour Download PDFInfo
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- KR101688008B1 KR101688008B1 KR1020140082898A KR20140082898A KR101688008B1 KR 101688008 B1 KR101688008 B1 KR 101688008B1 KR 1020140082898 A KR1020140082898 A KR 1020140082898A KR 20140082898 A KR20140082898 A KR 20140082898A KR 101688008 B1 KR101688008 B1 KR 101688008B1
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
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- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A40/00—Adaptation technologies in agriculture, forestry, livestock or agroalimentary production
- Y02A40/80—Adaptation technologies in agriculture, forestry, livestock or agroalimentary production in fisheries management
- Y02A40/81—Aquaculture, e.g. of fish
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Abstract
The present invention relates to an artificial ear subassembly for sinking and scour reduction, which comprises a civil engineering stiffener installed and fixed on a soft ground of a seabed, and a plurality of artificial fishes installed on a civil engineering stiffener, And it is possible to maximize the prevention of scouring of the soft ground by the installed civil engineering reinforcement.
Description
More particularly, the present invention relates to an artificial ear subassembly for submerging and scour reduction, in which a submarine soft ground is reinforced by using a civil engineering reinforcement and an artificial fish reed is provided on a reinforcement.
In general, artificial reef (artificial reef) is an artificial structure that is installed in the sea to form habitat of fish and shellfishes and various aquatic plants. It protects the fisheries from the trawler with high fishing ability, It is a structure for creating spawning grounds and refugees of various fishes and shellfishes.
These artificial fishes can be largely classified into submerged sediments that are installed on the seabed ground and submerged fish reeds that moor the structures in the sea. In the case of submerged artificial fishes, concrete, steel or glass fiber Plastic (FRP) material is a typical shape made of hexahedron.
On the other hand, the bottom of the seabed is sandy, sandy, sandy and muddy mixed ground with about 70 ~ 90% of nitrate, ground with 90% A certain portion of the
I will briefly describe the technology that has been developed in consideration of this. First, as shown in FIG. 1, a technique disclosed in Korean Utility Model No. 0271844 (entitled Artificial Ground for Soft Ground Using Agricultural Vulcanized Vinyl) is a steel structure in which a plurality of H- And the
However, it is difficult to transport and install the H-beams. If the depth of the soft ground is not taken into account, the weight of the
The art disclosed in Korean Patent No. 1005101 (entitled "Artificial Fisher using Suction File") is composed of a
However, this technique using the
3, the
However, a reinforcing
In the technique disclosed in Korean Utility Model Application No. 2011-0002356 (entitled "Underwater Artisan"), as shown in FIG. 4, a concrete structure joined to an edge of an H- A plurality of reinforcing
However, it takes a lot of cost and time to produce such an artificial fish candle, and there is a problem that the transportation cost and the operation period are considerably consumed to install the artificial fish candle.
An object of the present invention, which is developed to solve the above-described problems, is to provide an artificial earth reinforcement which is formed by entangling warp and weft through a fixing member so as to be fixed on a seabed soft ground, The present invention provides an artificial ear superassembly for sinking and scour reduction, which is capable of minimizing settlement of soft ground by submerged scattering and preventing scouring as much as possible.
In order to achieve the above-mentioned object, the present invention provides an artificial ear subassembly for sinking and scour reduction, comprising: a first civil reinforcing member installed and fixed on a soft ground of a seabed; And a plurality of artificial fishes installed on the first civil engineering stiffener.
Here, the first civil engineering stiffener may be a woven fabric in the form of a woven fabric, a nonwoven fabric, a mat, a geosynthesis, a geogrid, a geonet, a geotextile, a geomembrane, a geomag, a geomat, a geopipe, Which is one of a plastic membrane, a press-forming, a three-dimensional extrusion-forming structure and a mat, which are products.
The installation area of the first civil reinforcing material is set to be 1.3 to 1.5 times the installation area of the artificial fishing ground.
The first civil engineering stiffener is characterized in that the soft ground is laid in an area having an inclined surface of less than 10 degrees.
When the first civil engineering stiffener is in the form of a fabric, it further comprises at least one fixing member for fixing the first civil engineering stiffener to the soft ground, and the fixing member is a first inclination of the first civil engineering stiffener or And a first fixing member including a first head portion having an annular shape sandwiching the first weft yarn and a first body embedded in the soft ground.
The first fixing member may further include an opening formed at an end of the first head portion spaced apart from the first body to fit the first inclination or the first weft to the first head portion.
When the first civil engineering stiffener is a polymer product, it further includes a fixing member for fixing the first civil engineering stiffener to the soft ground, and the fixing member penetrates through the first civil engineering stiffener, And a second fixing member having a larger cross-sectional area than the second body and positioned on the upper surface of the first civil engineering stiffener to closely contact the first civil engineering stiffener with the soft ground.
The fixing member may further include at least one refracting portion that is refracted laterally or upwardly from a lower end or a lower portion of the body.
On the other hand, in the method for installing the artificial ear subassembly using the first civil engineering stiffener, a tenth step (S10) of laying the first civil reinforcing material on the soft ground of the seabed in an area of a certain area; An eleventh step (S11) of fixing the first civil engineering stiffener to the soft ground of the seabed by a fixing member; And a twelfth step (S12) of installing artificial fishes on the first civil engineering stiffener.
Meanwhile, the artificial fish subassembly for sinkage and scour reduction according to another embodiment of the present invention includes a seaweed mat on which marine plants are planted and installed on the soft ground of the seabed, and a seaweed mat fixed on the soft ground, A second civil engineering stiffener having an adhesion mat; And a plurality of artificial fishes installed on the second civil engineering stiffener.
Here, the installation area of the seaweed mat is 1.3 to 1.5 times the installation area of the artificial fish candle.
Further, the seaweed mat is characterized in that the soft ground is laid in an area having a slope of 10 ° or less.
The seaweed mat may be made of polyurethane, cellulose tow, resinous moisturizing additive (W) in the form of powder, and an adhesive for bonding them, or may be made of a fiber produced from a fruit of Coconut palm Corn acacia, coconut chips, coco dust, peat moss, composted bark, natural fertilizer and an inorganic trace element additive.
Also, the adherence mat can be formed by using any one of woven fabric, nonwoven fabric, mat, geocynthics, geogrid, geonet, geotextile, geomembrane, geo-web, geomat, geopipe, geocapposite, .
The fixing member is further provided with a plurality of fixing members for fixing the adhesion mat to the soft ground, and the fixing member is a first fixing member for fixing the adhesive mat in the form of a fabric, And a first body embedded in the soft ground, wherein the first body has an annular first head portion which is inclined or intertwined with the third weft yarn.
The first fixing member may further include an opening formed at an end of the first head portion so as to be spaced apart from the first body to fit the third warp or the third weft in the first head portion.
The first fixing member may further include at least one refracting portion which is refracted laterally or upwardly from a lower end or a lower portion of the first body.
20 is a flowchart illustrating a method for installing an artificial fish subassembly using a second civil engineering reinforcing material in a twenty-first step (S20) of placing a seaweed mat of a second civil reinforcing material on a soft area of a seabed; A twenty-first step (S21) of covering the mats on the seaweed mat; A twenty-second step (S22) of fixing the adhesion mat alone or the adhesion mat and the seaweed mat together with the first fixing member to the soft ground; (S23) of installing an artificial fish candle on a seaweed mat.
As described above, according to the present invention, since the earthquake reinforcement is installed on the soft ground of the seabed and the artificial fish element is installed, the self weight of the artificial fish element is dispersed to the earthworks reinforcement to suppress the settlement to the utmost, It has the effect of maximizing the prevention of scouring of soft ground.
In addition, in order to prevent settlement and scouring, it is possible to utilize a conventional artificial ear candle without the need to manufacture artificial ear candles by investing a large amount of money for a long period of time as in the conventional art.
In addition, by attaching marine plants to civil engineering stiffeners and laying them on soft grounds, it is possible to reinforce and reinforce the soft grounds by inducing the roots of marine plants to descend into soft grounds. Ultimately, settlement of artificial fishes and scouring of soft grounds are minimized. There is an effect that can be.
BRIEF DESCRIPTION OF THE DRAWINGS The accompanying drawings, which are incorporated in and constitute a part of the specification, illustrate preferred embodiments of the invention and, together with the description, serve to further the understanding of the technical idea of the invention, It should not be interpreted.
Figs. 1 to 4 are diagrams schematically showing a conventional artificial ear candle assembly.
5 is a view schematically showing a state in which an artificial ear subassembly for sinking and scour reduction is installed according to a preferred embodiment of the present invention.
Fig. 6 is an enlarged view of the "A" part of the civil engineering stiffener shown in Fig. 5. Fig.
FIG. 7 is a perspective view of the artificial ear shown in FIG. 5; FIG.
8 is a side view showing the fixing member shown in Fig.
Fig. 9 is a view showing another embodiment of the civil engineering stiffener shown in Fig. 6. Fig.
10 is a view showing another embodiment of the fixing member shown in Fig.
11 is a flowchart schematically showing a method of installing an artificial ear candle assembly using the first civil engineering stiffener of FIG.
Fig. 12 is a flowchart schematically showing a method of installing an artificial ear candle assembly using the second civil engineering stiffener of Fig. 6;
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS Hereinafter, preferred embodiments of the present invention will be described in detail with reference to the accompanying drawings. However, the detailed description of known functions and configurations incorporated herein will be omitted when it may unnecessarily obscure the subject matter of the present invention.
<Configuration>
5 is a view schematically showing a state in which an artificial ear subassembly for sinking and scour reduction is installed according to a preferred embodiment of the present invention. Fig. 6 is an enlarged view of the "A" part of the civil engineering stiffener shown in Fig. 5. Fig. FIG. 7 is a perspective view of the artificial ear shown in FIG. 5; FIG. 8 is a side view showing the fixing member shown in Fig. Fig. 9 is a view showing another embodiment of the civil engineering stiffener shown in Fig. 6. Fig. 10 is a view showing another embodiment of the fixing member shown in Fig.
As shown in FIG. 4, the artificial ear subassembly for sinking and scour reduction according to the present invention includes an
The
The
The civil engineering reinforcing material is a member for reinforcing the soft ground by laying on a certain area on the soft ground of the seabed (hereinafter, referred to as 'soft ground'), and a heavy
Here, the civil engineering reinforcements are installed in a flat area of the soft ground of the seabed, but generally inclined by 10 degrees or less. Here, in the case of a sloping region exceeding 10 degrees, even if sinking or scouring of the
In addition, the earthworks reinforcement material for dispersing the self weight of the
On the other hand, as shown in Fig. 6, the civil engineering stiffener has a first
As shown in Fig. 6, the first
The first
As shown in FIG. 9, the second
Herein, the
The
The
The fixing member is a member for fixing the civil engineering stiffener to the soft ground, and includes a first fixing
5 and 8, when the reinforcing material for civil engineering work is in the form of a fabric, the first fixing
Here, the
As a modification of the
10, when the civil engineering reinforcing material is a polymer product, the second fixing
The
<Method>
Hereinafter, an installation method in a case where the first
11 is a flowchart schematically showing a method of installing an artificial ear candle assembly using the first civil engineering stiffener of FIG.
First, the first
Next, the first
When the first
Finally, the
Hereinafter, an installation method in the case where the second
Fig. 12 is a flowchart schematically showing a method of installing an artificial ear candle assembly using the second civil engineering stiffener of Fig. 6;
First, the
Next, the
Next, the
Finally, the
As described above, those skilled in the art will appreciate that the present invention may be embodied in other specific forms without departing from the spirit or essential characteristics thereof. It is therefore to be understood that the above-described embodiments are to be considered in all respects as illustrative and not restrictive. The scope of the present invention is defined by the appended claims rather than the detailed description and all changes or modifications derived from the meaning and scope of the claims and their equivalents should be construed as being included within the scope of the present invention.
100: artificial fishes 101: habitat space
110: first civil engineering stiffener 111: first slope
112: first weft 120: second civil reinforcing material
121: Seaweed mat 122: 2nd slope
123: second weft yarn 124:
125: 3rd slope 126: 3rd weft
130: first fixing member 131: first head part
132: first body 133: opening
134: second fixing member 135: second head portion
136: Second body.
Claims (18)
A second civil engineering stiffener 120 having an adhering mat 124 fixed to the soft ground while closely adhering the seaweed mat 121 to the soft ground; And
And a plurality of artificial fishing nets (100) installed on the second civil engineering stiffener (120)
The installation area of the adhesion mat 124 is 1.3 to 1.5 times the installation area of the artificial fish 100,
The seaweed mat (121) comprises polyurethane, cellulose tow, a resinous moisturizing additive (W) in powder form and an adhesive for bonding them,
The adherent mat 124 comprises a geogrid comprising a warp 125 and a weft 126,
Wherein a rubber material member is provided between the plurality of artificial ear seconds to cushion an impact that may occur due to the shaking or collision.
The seaweed mat (121) is installed in an area having a slope of 10 ° or less.
Further comprising a plurality of fixing members for fixing the adhesion mat (124) to the soft ground,
The fixing member is a first fixing member 130 for fixing the adhesion mat 124,
The first fixing member 130 includes an annular first head 131 and a first body 132 embedded in the soft ground so as to sandwich the warp 125 or the weft 126 of the tightening mat 124. [ Container and submerged artificial reef assembly for inclusion.
The first fixing member 130 is separated from the first body 132 such that an end of the first head 131 is inserted into the first head 131 to fit the warp 125 or the weft 126 Further comprising a formed opening (133).
Wherein the first fixing member (130) further comprises at least one refracting portion that is refracted laterally or upwardly from a lower end or a lower portion of the first body (132).
A twentieth step S20 of placing a seaweed mat 121 of the second civil engineering stiffener 120 on a soft ground of the seabed in a certain area;
A twenty-first step (S21) of covering the adhesion mat (124) on the seaweed mat (121);
Step 22 (S22) of fixing the adhesion mat 124 alone or together with the adhesion mat 124 and the seaweed mat 132 together with the first fixing member 130 to the soft ground;
And a twenty-third step (S23) of installing an artificial fish candle (100) on the seaweed mat (121).
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KR1020140082898A KR101688008B1 (en) | 2014-07-03 | 2014-07-03 | Artificial reef assembly and installation method for reducing settlement and scour |
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Cited By (1)
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KR102158612B1 (en) | 2020-06-03 | 2020-09-22 | 한산콘크리트(주) | Artificial fish reef integrated with top type concrete pile block for quick and self weight embeded fixing construction of underwater ground and the consruction method thereof |
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KR101822442B1 (en) * | 2017-03-16 | 2018-01-26 | 박승찬 | Composition for prevention, improvement or treatment of precocious puberty comprising extracts of Coix lacryma-jobi L. var. ma-yuen Stapf seed and Artemisia capillaris Thunberg as an active ingredient |
KR101968913B1 (en) * | 2018-06-28 | 2019-04-15 | 대한민국 | Method for poly culture of sea cucumber |
KR102183203B1 (en) * | 2018-09-20 | 2020-11-25 | 해양환경공단 | Habitat for spotted seals and method for making the same |
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KR100964130B1 (en) * | 2010-01-25 | 2010-06-17 | 이남서 | Marine farm apparatus for inhabitation of seaweeds, fishes and shellfishes |
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JPS6134872U (en) * | 1984-07-19 | 1986-03-03 | 函館製綱船具株式会社 | Submergence prevention material for underwater structures such as fish reefs |
JPH05140919A (en) * | 1991-11-18 | 1993-06-08 | Fujimi Green Eng Kk | Revetment natural restoration method utilizing vegetation mat |
JP3542476B2 (en) | 1997-12-01 | 2004-07-14 | 三菱電機株式会社 | CMOS circuit with SOI structure |
KR100424134B1 (en) | 2003-08-26 | 2004-03-24 | 대한민국 | Artificial reef with bottom plate for reinforcement |
KR101061244B1 (en) | 2009-07-01 | 2011-09-01 | 주식회사 삼신 | Safety release valve |
KR20120036009A (en) * | 2010-10-07 | 2012-04-17 | 박종화 | Structure of vegetation mat and execution process |
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KR100964130B1 (en) * | 2010-01-25 | 2010-06-17 | 이남서 | Marine farm apparatus for inhabitation of seaweeds, fishes and shellfishes |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
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KR102158612B1 (en) | 2020-06-03 | 2020-09-22 | 한산콘크리트(주) | Artificial fish reef integrated with top type concrete pile block for quick and self weight embeded fixing construction of underwater ground and the consruction method thereof |
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