CN101253296A - Breakwater - Google Patents
Breakwater Download PDFInfo
- Publication number
- CN101253296A CN101253296A CNA2006800312558A CN200680031255A CN101253296A CN 101253296 A CN101253296 A CN 101253296A CN A2006800312558 A CNA2006800312558 A CN A2006800312558A CN 200680031255 A CN200680031255 A CN 200680031255A CN 101253296 A CN101253296 A CN 101253296A
- Authority
- CN
- China
- Prior art keywords
- manger board
- coupling
- breakwater
- support frame
- members
- Prior art date
- Legal status (The legal status 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 status listed.)
- Pending
Links
- 230000008878 coupling Effects 0.000 claims abstract description 39
- 238000010168 coupling process Methods 0.000 claims abstract description 39
- 238000005859 coupling reaction Methods 0.000 claims abstract description 39
- 239000004575 stone Substances 0.000 claims description 10
- 230000003068 static effect Effects 0.000 claims description 9
- 239000000463 material Substances 0.000 claims description 5
- 238000009434 installation Methods 0.000 abstract description 9
- 241001455273 Tetrapoda Species 0.000 description 8
- 239000000203 mixture Substances 0.000 description 4
- 238000005266 casting Methods 0.000 description 3
- 238000010276 construction Methods 0.000 description 3
- 230000010485 coping Effects 0.000 description 3
- 230000000630 rising effect Effects 0.000 description 3
- 230000003319 supportive effect Effects 0.000 description 3
- 238000005452 bending Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000003466 welding Methods 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 230000002950 deficient Effects 0.000 description 1
- 230000003111 delayed effect Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000003475 lamination Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 238000005096 rolling process Methods 0.000 description 1
- 239000013535 sea water Substances 0.000 description 1
- 238000004513 sizing Methods 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Images
Classifications
-
- 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
- E02B3/06—Moles; Piers; Quays; Quay walls; Groynes; Breakwaters ; Wave dissipating walls; Quay equipment
-
- 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
- E02B3/12—Revetment of banks, dams, watercourses, or the like, e.g. the sea-floor
- E02B3/129—Polyhedrons, tetrapods or similar bodies, whether or not threaded on strings
Landscapes
- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Environmental & Geological Engineering (AREA)
- Ocean & Marine Engineering (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Revetment (AREA)
Abstract
Provided is a breakwater formed of a frame on the front surface of which a number of bent breakwater members stack to thereby prevent the waves or billows from being be flowed into the inner side of a seashore, seawall, harbor, or dock, and induce saving of an installation cost through a simple configuration. The breakwater includes: a frame body having a plurality of supporting frames in which a number of coupling holes are bored; a number of breakwater members in which combining holes are bored, and the coupling holes and the combining holes are combined with each other by coupling elements; and front and rear supporters having respective fixing wires, connection linkages and heavy bodies.
Description
Technical field
[01] the present invention relates to a kind of manger board that is installed in beach, sea wall, harbour or harbour, to stop wave or the billow that forms from off-lying sea, more particularly, relate to a kind of manger board that forms by framework, the top of framework is more upwards narrow more, and the bottom is downward more wide more, is piling the breakwater members of many bendings on the upper surface of framework, preventing that in advance wave or billow from flowing into the inside of beach, sea wall, harbour or harbour, and by a kind of simple configuration saving installation cost.
Background technology
[02] in general, make up and install manger board and be for by preventing that wave or billow from flowing into the inboard of beach, sea wall, harbour or harbour from off-lying sea, thereby kept quite in its inside.
[03] make of manger board or seashore protection facility is: make up the sandstone of pre-sizing on the slope of a predetermined gradient, spread the coping stone much larger than these sandstone then.Consider the quantity of natural resource, the natural stone that is used as coping stone definitely is that the source is deficient.Correspondingly, these coping stones are formed by the concrete block of various forms and structure, are used for replacing nature stone, carry out lay then.By the sea, each side of sea wall, harbour or harbour installs the triangle of a kind of " tetrapod " by name, it is made up of four structures, each structure is given prominence to by radioactivity and is installed on the upper surface of these squares.
[04] still, existing tetrapod is a concrete tetrapods, and their manufacture process is: the assembling steel frame, in framework, place concrete, and made concrete setting then about 28 days.Then, these concrete tetrapods are transported to beach, sea wall, harbour or harbour, are installed in the manger board at inland or delivery port afterwards.As a result, because the existing concrete tetrapod made by the concrete mould, its total proportion is not very big, so be not enough to resist wave or billow is applied to the great force that is mounted the position, actual conditions are like this.
[05] therefore, under the more intense situation of ocean current, the position of existing tetrapod is changed usually.In severe case, existing tetrapod can break away from a lot from the installation site, even may lose.In this case, when the connecting state of existing tetrapod collapses, will expose the problem that normally to bring into play the unrestrained function of retaining.
[06], various types of manger boards have been recommended in order to address the above problem.
[07] as a kind of example, the korean registered utility model will be described below simply No. 310135, its title is " frame type breakwater (Frame type breakwater) ".By the claim of the disclosure case as can be seen, a kind of block construction of frame type breakwater and a kind of framework of this block construction have wherein been proposed.Here, the block construction of this manger board may further comprise the steps: the sandstone ground that forms a preset width and height at the upside in seabed; On flat board under the unit, erect the vertical columns of a large amount of predetermined altitudes, its cross section is square, the leading part of placement location and inland sea and off-lying sea is at a distance of predetermined same distance, on flat board under the unit, its width is slightly smaller than the width and the predetermined altitude of sandstone foundation part upper surface; Connect a unit upper flat plate, its width is identical with the width and the thickness that are erected at the vertical columns top in the dull and stereotyped upper surface under the unit with thickness; Front and rear wall is provided, so that it is connected to the inland sea of unit upper flat plate and the front end of off-lying sea downwards, both meet at right angles; On antetheca, wear many seawater and pass through the hole; Use on the upper flat plate upper surface at the scene and solidify cap shape concrete.
[08], the korean registered utility model will be described below simply No. 364541, its title " the stacked shape manger board of wave dissipation square (Wave dissipation block lamination typebreakwater) " as another kind of example.By the claim of the disclosure case as can be seen, wave dissipation square cascade type manger board comprises: a lowermost layer wave dissipation square is finished by a upper plate, this upper plate has many pillars, they are made of the conoid protuberance on these upper surface left and right sides all directions, have a rectangular frame, its front surface slopes inwardly; An intermediate layer wave dissipation square, on its front surface, form a semicircular arc groove, at single pillar that constitutes by conoid protuberance of the anterior formation of its upper surface, pillar rear side at it forms an outstanding knob of key, an indent knob of key is formed on the bottom at it, and its rear surface is identical with the angle of inclination of manger board; The superiors' wave dissipation square forms a pair of pillar that is made of conoid protuberance at its upper surface, and they are parallel with the front and back side, forms an indent knob of key in its bottom; Its rear surface is a vertical surface, realizes contacting with the face of cap shape concrete front surface, also has an inclined surface, realizes contacting with the face of manger board; And cap shape concrete, on its front surface, form semi-circular recesses.
[09] for these conventional breakwaters, they are to be made of a kind of box structure, and manger board is stacked into stacked type.Correspondingly, manger board can be stacked to the higher position in a large number where necessary, form box structure, thereby prevent manger board because of very big wave or billow and lose or change the position by firmly piling up these manger boards.But it is very complicated to form member, therefore may cost burden be raise because of installation cost.In addition, because the unusual difficulty or be delayed of the transportation of concrete use and concrete and concrete structure, and make the working time may be because postpone during the concrete setting.
[10] in addition, for these conventional breakwaters, owing to stop that the square of wave or billow is to be made of the single structure that concrete is made, under the influence of wave or billow impact, partial loss may take place in manger board.
That is to say that [11] these traditional manger boards cause by the sea, sea wall, harbour or harbour are holded up the concrete high-wall.For example, owing to big typhoon such as tsunami or hurricane takes place at the incoming tide, these waves or billow may cause the some parts of concrete block to be lost with very large active force impingement wall type manger board.
Summary of the invention
[12] in order to address the above problem, an object of the present invention is to provide a kind of manger board, it is installed in beach, sea wall, harbour or harbour, to stop wave or billow, it is made of a framework, and the top of this framework is more upwards narrow more, its bottom is downward more wide more, have a predetermined angle of inclination, be that the breakwater members of many bendings is piled up at its front surface, thereby reduce because the damage that big wave or billow cause.
[13] another object of the present invention provides a kind of manger board, wherein the installation of breakwater members makes it have the spatiality of predetermined space, thereby reduce because the rising tide wave that big typhoon such as tsunami or hurricane is produced or the impact force of billow, make it keep minimum state as far as possible, thus the losing of advance preventing manger board.
[14] another purpose of the present invention provides a kind of manger board, and its installation is very easy to, and when framework and breakwater members are combined, can use the coupling component of screw bolt and nut and so on, can not produce burden aspect installation cost.
[15] in order to realize above-mentioned purpose of the present invention, according to an aspect of the present invention, provide a kind of manger board, it comprises:
[16] has the chassis body of a plurality of support frames, the upside of these support frames is together with each other, their predetermined angles of inclination of splitting, make the top of each support frame more upwards narrow more, its bottom is downward more wide more, many coupling apertures have been bored therein, in the coupling of the lower end of these support frames with supported many underframes;
[17] many breakwater members have wherein been bored combined hole, and they are corresponding to the coupling aperture of the support frame of chassis body, and coupling aperture and combined hole are together with each other by coupling component, and the front end of they and support frame combines; And
[18] support member before and after, they have static line separately, the upper end of these static lines and support frame is coupled, support member also has the connection bonding apparatus before and after these, be connected respectively to the bottom of these static lines, and heavy bodies, form these on its top respectively and connect bonding apparatus.
[19] preferably, these breakwater members are made of curved surface, and their shape has a predetermined curvature.
[20] preferably, these coupling components comprise: the coupling bolt, and they are installed in the combined hole that is drilled with in the breakwater members; And the coupling nut, they are installed in the combined hole that is drilled with on the breakwater members, and with coupling bolt coupling, these bolts are installed in the coupling aperture on the support frame.
[21] preferably, the heavy bodies that constitutes supportive body can be formed by a net body, wherein holds many very heavy materials, for example stone.
[22] preferably, a large amount of support frames are supported by stiffening frame more firmly, and the side of they and support frame is coupled.
[23] preferably, this manger board comprises that further a concrete of being made by casting concrete supports, and it is formed at the lower end of the underframe of chassis body, and this underframe is caved inward.
[24] preferably, this manger board further comprises a support net body, wherein, has held a large amount of heavy materials in the inner lower of chassis body underframe, comprises stone.
[25] preferably, this manger board further comprises a horizontal frame, and it is installed between the support frame of chassis body, and the wherein breakwater members vertical combination of front end of horizontal frame therewith is to stop wave or billow.
[26] preferably, this breakwater members can be made of the rectangular configuration of form of straight lines.
[27] preferably, this breakwater members is made up of single plate, has wherein formed the air vent of many elongations,
In the front surface of the support frame of chassis body, piled up a large amount of this planks mutually.
[28] as mentioned above, manger board according to the present invention comprises chassis body, breakwater members and the supporting member that supports this chassis body and this breakwater members.In addition, combine by the support frame of a kind of simple bolt combination these breakwater members and chassis body.
[29] in addition, because these breakwater members are to be made of curved surface, these curved surfaces have predetermined curvature, when billow or billow impact on these breakwater members, can dissipate fast.As a result, the influence that these breakwater members are accepted is lowered, thereby these breakwater members can not lost or collapse.
[30] in addition, because the chassis body that combines with breakwater members can be installed in eminence as required, these manger boards can be installed in eminence according to the height of position or zone or wave or billow, thereby prevent because big typhoon such as tsunami or hurricane causes wave or the billow that flood tide to invade beach, sea wall, harbour or harbour.
Description of drawings
[31] Fig. 1 is the lateral view that shows according to a manger board example of the present invention;
[32] Fig. 2 is the elevation that shows according to a manger board example of the present invention;
[33] Fig. 3 is the part omitted disassembled perspective view that shows the bonding state of basic composition part of the present invention;
[34] Fig. 4 is the elevation that shows the support member of basic composition part according to a further advantageous embodiment of the invention;
[35] Fig. 5 is the side cross-sectional view that shows manger board according to a further advantageous embodiment of the invention;
[36] Fig. 6 is the lateral view that shows according to the manger board of another preferred embodiment of the present invention;
[37] Fig. 7 is the part omitted disassembled perspective view of demonstration according to the configuration of the manger board of another preferred embodiment of the present invention;
[38] Fig. 8 is the elevation that shows the breakwater members of manger board basic part according to a further advantageous embodiment of the invention; And
[39] Fig. 9 is the phantom drawing that shows according to the manger board of another preferred embodiment of the present invention.
The specific embodiment
[40] below, manger board according to the preferred embodiment of the invention is described with reference to the accompanying drawings.
[41] Fig. 1 is the lateral view that shows according to a manger board example of the present invention.Fig. 2 is the elevation that shows according to a manger board example of the present invention.Fig. 3 is the part omitted disassembled perspective view that shows the bonding state of basic composition part of the present invention.
[42] as shown in Figure 1 to Figure 3, manger board according to the present invention is installed in beach, sea wall, harbour or harbour, with stop by big typhoon such as tsunami or hurricane forms flood tide and from the wave or the billow of marine generation, thereby reduce damage as far as possible.
[43] referring to figs. 1 to Fig. 3, manger board according to the present invention comprises: the chassis body 10 with a plurality of support frames 11, the upside of these support frames is together with each other, their predetermined angles of inclination of splitting, make the top of each support frame more upwards narrow more, its bottom is downward more wide more, has bored many coupling aperture 11a therein, in the coupling of the lower end of these support frames 11 with supported many underframes 12; Many breakwater members 20, wherein bored combined hole 21, they are corresponding to the coupling aperture 11a of the support frame 11 of chassis body 10, and coupling aperture 11a and combined hole 21 are together with each other by coupling component 22, and the front end of they and support frame 11 combines; And front and back support member 30, they have static line 31 separately, these static lines 31 are coupled with the upper end of support frame 11, support member also has the bonding apparatus 32 of connection before and after these, be connected respectively to the bottom of these static lines 31, and heavy bodies 33, form these on its top respectively and connect bonding apparatus 32.
[44] preferably, these breakwater members 20 are made of curved surface 23, and their shape has a predetermined curvature.Correspondingly, when wave or billow impacted on breakwater members 20, impact forces was outwards disperseed, to minimize the impact force that this breakwater members 20 is received.
[45] with the semi arch form this breakwater members 20 is described, but this breakwater members 20 is not limited to this form.Can adopt various ways to form this breakwater members.
[46] these coupling components 22 comprise: coupling bolt 22a, and they are installed in the combined hole 21 that is drilled with in the breakwater members 20; And coupling nut 22b, they are installed in the combined hole 21 that is drilled with on the breakwater members 20, and with coupling bolt 22a coupling, these bolts 22a is installed among the coupling aperture 11a on the support frame 11.Replace coupling bolt 22a and coupling nut 22b, can support frame 11 and breakwater members 20 be fused together, perhaps utilize the coupling bolt that they are together with each other by welding.
[47] Fig. 4 is the elevation that shows the support member of basic composition part according to a further advantageous embodiment of the invention.With reference to figure 4, the heavy bodies 33 that constitutes supportive body 33 can be formed by a net body 33b, wherein holds many very heavy materials 33, for example stone.In addition, heavy bodies 33 can be made of rolling structure, and this structure is rolled by very heavy casting and made.
[48] in addition, a large amount of support frames 11 are supported by stiffening frame 13 more firmly, and the side of they and support frame 11 is coupled.
[49] refer again to Fig. 3, stiffening frame 13 and the side of supporting frame-saw 11 are coupled by the bolt B of separating and nut N or welding between the two.
[50] as mentioned above, manyly be installed in beach, sea wall, harbour or harbour as required, so that minimize the damage that causes in the inland sea by at wave that off-lying sea produced or billow according to manger board of the present invention.
[51] manger board according to the present invention is firmly supported by supportive body 30, thereby prevent the rising tide that forms by big typhoon such as tsunami or hurricane and the wave that produces or the inboard of billow intrusion beach, sea wall, harbour or harbour, prevent that house or trees from falling down, road is destroyed by rush of water, with minimization of loss.
[52] Fig. 5 is the side cross-sectional view that shows manger board according to a further advantageous embodiment of the invention.With reference to figure 5, this manger board comprises that also a concrete of being made by casting concrete supports 40, and it is formed at the lower end of the underframe 12 of chassis body 10, and this underframe 12 is caved inward.Correspondingly, manger board according to the present invention is supported more firmly.
[53] Fig. 6 is the lateral view that shows according to the manger board of another preferred embodiment of the present invention.With reference to figure 6, this manger board also comprises a support net body 50, wherein, has held a large amount of heavy materials 51 in 12 inner lower of chassis body 10 underframes, comprises stone.When wave that produces when the rising tide that is formed by big typhoon such as tsunami or hurricane or billow impacted manger board, this support net body 50 was also being brought into play the effect of supporting manger board of reinforcing, thereby prevents that manger board falls down or loses here.
[54] Fig. 7 is the part omitted disassembled perspective view of demonstration according to the configuration of the manger board of another preferred embodiment of the present invention.With reference to figure 7, this manger board also comprises a horizontal frame 14, and it is installed between the support frame 11 of chassis body 10, and the wherein breakwater members 20 vertical combination of front end of horizontal frame 14 therewith is to stop wave or billow.
[55] promptly, level or many breakwater members vertically have been installed in the front surface of support frame 11, they are the basic parts according to manger board of the present invention.But the installation direction of breakwater members is not limited to this.
[56] Fig. 8 is the elevation that shows the breakwater members of manger board basic part according to a further advantageous embodiment of the invention.With reference to figure 8, this breakwater members 20 can be made of the rectangular configuration of form of straight lines.
[57] Fig. 9 is the phantom drawing that shows according to the manger board of another preferred embodiment of the present invention.With reference to figure 9, this breakwater members 20 is made up of single plate 60, has wherein formed the air vent 61 of many elongations, in the front surface of the support frame 11 of chassis body 10, has piled up a large amount of this planks 60 mutually.
[58] as mentioned above, manger board according to the present invention comprises chassis body, breakwater members and the supporting member that supports this chassis body and this breakwater members.In addition, combine by the support frame of a kind of simple bolt combination these breakwater members and chassis body.
[59] in addition, because these breakwater members are to be made of curved surface, these curved surfaces have predetermined curvature, when billow or billow impact on these breakwater members, can dissipate fast.As a result, the influence that these breakwater members are accepted is lowered, thereby these breakwater members can not lost or collapse.
[60] in addition, because the chassis body that combines with breakwater members can be installed in eminence as required, these manger boards can be installed in eminence according to the height of position or zone or wave or billow, thereby prevent because big typhoon such as tsunami or hurricane causes wave or the billow that flood tide to invade beach, sea wall, harbour or harbour.
[61] as mentioned above, the present invention has been described with reference to concrete preferred embodiment.But the present invention is not limited to above embodiment, and those skilled in the art can carry out various modifications and change under the situation that does not deviate from purport of the present invention.Therefore, protection scope of the present invention is not to be defined in its detail specifications, but is limited by appended claims and technology purport of the present invention.
Industrial usability
[62] as mentioned above, the invention provides a kind of manger board that is made of framework, the top of this framework more upwards More narrow, its underpart is more downward more wide, stacking crooked breakwater members in a large number on its front surface, from And prevent that in advance wave or billow from flowing into the inside of beach, sea wall, harbour or harbour, thereby by a kind of letter Installation cost is saved in single configuration.
Claims (7)
1. manger board, it comprises:
A chassis body, it has a plurality of support frames, its upside is meshing with each other, they divide a pre-determined tilt angle, make the top of each support frame more upwards narrow more, its bottom is downward more wide more, and has bored many coupling apertures therein, also have many underframes, the lower end of these support frames is coupled and supports on these underframes;
Many breakwater members have wherein been bored combined hole, and they are corresponding to the coupling aperture of the support frame of chassis body, and these coupling apertures and combined hole be together with each other by coupling component, and the front end of they and support frame combines; And
The front and back support member, they have static line respectively, and these static lines are coupled to the upper end of support frame, connect bonding apparatus, are connected respectively to the bottom of static line, and heavy bodies, connect the top that bonding apparatus is formed at this main body respectively.
2. manger board as claimed in claim 1, wherein said breakwater members is formed by curved surface, has the predetermined curvature shape.
3. manger board as claimed in claim 1, wherein said coupling component comprises the coupling bolt, they are installed in the combined hole that is drilled with in the breakwater members, and coupling nut, they are installed in the combined hole that is drilled with on the breakwater members, and with coupling bolt coupling, these bolts are installed in the coupling aperture on the support frame.
4. manger board as claimed in claim 1, wherein a large amount of support frames are supported by stiffening frame more firmly, and the side of they and support frame is coupled.
5. manger board as claimed in claim 1 further comprises a support net body, wherein, has held a large amount of heavy materials in the inner lower of chassis body underframe, comprises stone.
6. manger board as claimed in claim 1 further comprises a horizontal frame, and it is installed between the support frame of chassis body, and the wherein breakwater members vertical combination of front end of horizontal frame therewith is to stop wave or billow.
7. manger board as claimed in claim 1, wherein said breakwater members is made up of single plate, has wherein formed the air vent of many elongations, in the front surface of the support frame of chassis body, has piled up a large amount of this planks mutually.
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| KR20-2005-0024613U KR200401960Y1 (en) | 2005-08-26 | 2005-08-26 | Beachcomber and billow prevention tool |
| KR2020050024613 | 2005-08-26 |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN101253296A true CN101253296A (en) | 2008-08-27 |
Family
ID=37771824
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNA2006800312558A Pending CN101253296A (en) | 2005-08-26 | 2006-08-28 | Breakwater |
Country Status (5)
| Country | Link |
|---|---|
| US (1) | US20080310919A1 (en) |
| JP (1) | JP2009506234A (en) |
| KR (1) | KR200401960Y1 (en) |
| CN (1) | CN101253296A (en) |
| WO (1) | WO2007024124A1 (en) |
Families Citing this family (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100684072B1 (en) * | 2005-11-05 | 2007-02-16 | 김명길 | Assembly type breakwater |
| WO2008115617A2 (en) * | 2007-01-31 | 2008-09-25 | United States Government | Armor unit |
| KR101190723B1 (en) | 2010-07-08 | 2012-10-12 | 박운식 | slit-type wave breaking underwater struture |
| US20120230768A1 (en) * | 2011-03-08 | 2012-09-13 | Rowland Lyle R | Water Containment System |
| US8961067B1 (en) * | 2014-01-30 | 2015-02-24 | Ta-Hsiung Peng | Flexible wave-energy dissipation system |
| TWI655337B (en) * | 2017-11-17 | 2019-04-01 | 彭大雄 | Flexible energy dissipation system |
Family Cites Families (16)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US314941A (en) * | 1885-03-31 | Jetty | ||
| US346140A (en) * | 1886-07-27 | Breakwater | ||
| US964362A (en) * | 1909-09-30 | 1910-07-12 | Walter Airhart | Riprap. |
| US3309876A (en) * | 1964-02-13 | 1967-03-21 | John M Potter | Erosion prevention apparatus |
| US3724221A (en) * | 1971-10-21 | 1973-04-03 | A Cool | Water current directing apparatus |
| US3844125A (en) * | 1973-07-13 | 1974-10-29 | J Williams | Anti-erosion device |
| US3952521A (en) * | 1974-10-29 | 1976-04-27 | Potter John M | Portable floating wave tripper |
| US3966172A (en) * | 1974-11-19 | 1976-06-29 | Garrett Herbert V | Lightweight fence for protection against airborne snow, sand or the like |
| US4367977A (en) * | 1980-11-12 | 1983-01-11 | Schaaf Cecil F | Shore erosion prevention modules |
| US4954013A (en) * | 1987-06-12 | 1990-09-04 | Jacquelyn Lamberton | Means and method for stabilizing shorelines |
| US4856935A (en) * | 1987-08-03 | 1989-08-15 | Haras William S | Beachfront wave energy dissipation structure |
| US5174681A (en) * | 1989-01-23 | 1992-12-29 | Atkinson Mcdougal Corporation | Permeable breakwater |
| US5899632A (en) * | 1997-03-03 | 1999-05-04 | David J. Eardley | Beach restoration structure and method |
| JPH10325127A (en) * | 1997-05-26 | 1998-12-08 | Kikujirou Masuda | Wave dissipating device |
| US5888020A (en) * | 1997-08-21 | 1999-03-30 | Brais; Joseph E. | Sub-tidal platform |
| US6213682B1 (en) * | 1999-11-24 | 2001-04-10 | Joe Karnas | Offshore reef |
-
2005
- 2005-08-26 KR KR20-2005-0024613U patent/KR200401960Y1/en not_active IP Right Cessation
-
2006
- 2006-08-28 CN CNA2006800312558A patent/CN101253296A/en active Pending
- 2006-08-28 US US12/064,756 patent/US20080310919A1/en not_active Abandoned
- 2006-08-28 JP JP2008527855A patent/JP2009506234A/en active Pending
- 2006-08-28 WO PCT/KR2006/003385 patent/WO2007024124A1/en active Application Filing
Also Published As
| Publication number | Publication date |
|---|---|
| JP2009506234A (en) | 2009-02-12 |
| US20080310919A1 (en) | 2008-12-18 |
| KR200401960Y1 (en) | 2005-11-23 |
| WO2007024124A1 (en) | 2007-03-01 |
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