KR200192067Y1 - The six legs' block for removing waves - Google Patents
The six legs' block for removing waves Download PDFInfo
- Publication number
- KR200192067Y1 KR200192067Y1 KR2020000006974U KR20000006974U KR200192067Y1 KR 200192067 Y1 KR200192067 Y1 KR 200192067Y1 KR 2020000006974 U KR2020000006974 U KR 2020000006974U KR 20000006974 U KR20000006974 U KR 20000006974U KR 200192067 Y1 KR200192067 Y1 KR 200192067Y1
- Authority
- KR
- South Korea
- Prior art keywords
- hexagonal
- breakwater
- sofa block
- block
- corners
- Prior art date
Links
- 241001455273 Tetrapoda Species 0.000 abstract description 10
- 238000010276 construction Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 238000003475 lamination Methods 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 230000003068 static effect Effects 0.000 description 1
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
- E02B3/08—Structures of loose stones with or without piles
-
- 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)
- Chemical & Material Sciences (AREA)
- Crystallography & Structural Chemistry (AREA)
- Inorganic Chemistry (AREA)
- Revetment (AREA)
Abstract
본 고안은 방파제를 구축할 시 방파제체가 되는 기재로서 종래 사석 또는 테트라포드등으로 제체를 구축함에 따르는 방파제체의 견고성보다 더 견고한 방파제체를 구축하기 위하여 4개의 지간으로 되는 테트라 포드보다 2개의 지간이더 많은 6각소파블럭을 방파제체의 기재로하여 보다 더 튼튼한 제체의 방파제를 구축할 수 있도록 한 6각 소파블럭의 구조에 대한 고안이다.The present invention is a base that becomes a breakwater body when constructing a breakwater, which is two bases than tetrapods having four sections to build a breakwater body that is stronger than the solidity of the breakwater body according to conventional sandstone or tetrapod. It is devised for the structure of hexagonal sofa block that can build more durable breakwater by using many hexagonal sofa blocks as base material of breakwater body.
Description
본 고안은 항만시설물인 방파제 또는 호안을 구축함에 있어서 그 제체의 구축구조에 관한 기술분야로서 제체가 되는 기본구조가 혼성제인 경우 대부분 외해측 경사면에 테트라포드등의 소파블럭을 포설하여 방파,또는 소파하여 왔다.The present invention is a technical field for the construction structure of the body in the construction of a breakwater or a shelter as a port facility. When the basic structure of the body is a hybrid agent, a sofa block such as tetrapod or the like is installed on the inclined side of the outer sea to break or break the sofa. come.
상기와 같이 방파제의 외해측 경사면에는 4개의 지간이 방사상으로 돌설된 테트라포드를 정적 또는 난적하여 외해측 경사면을 포설할 뿐 아니라 제체전체를 테트라포드만으로서 방파제체를 구축할 수도 있는 바 태풍등으로 인한 강한 파도의 파력에 의한 충격으로 첨부한 도면 도 2 와 같이 직접 파력이 가해지는 외해측 경사면이 붕괴 유실되어 재체의 보수등이 필요한 경우가 발생되는 바 이 테트라포드 보다 좀 더 견고한 제체 구조가 요구되는 실정이다.As described above, tetrapods with four sections radially protruding radially on the outer seaside slope of the breakwater can be installed not only by laying the outer seaside slope, but also by using tetrapods as a whole. As shown in FIG. 2 attached to the impact due to the wave force of the wave, the external sea side slope that is directly applied to the wave collapses and is required to be repaired. This requires more rigid body structure than tetrapod. .
도 1 은 일반적인 테트라 포드를 정적 또는 난적하여 방파제체를 구축하여서 되는 방파제 횡단면 개략도1 is a schematic cross-sectional view of a breakwater by constructing a breakwater by static or turbulent general tetrapod;
도 2 는 도 1 의 상태에서 장기간이 경과하여 외해측 방파제의 경사면이 외해로부터 끊임없이 가해지는 파도의 파력에 의하여 일부가 붕괴 유실된 상태를 나타내는 횡단면 개략도FIG. 2 is a cross-sectional schematic diagram showing a state in which the inclined surface of the breakwater of the outer sea breakwater is collapsed and partially collapsed due to the wave force of the wave continuously applied from the outer sea in the state of FIG.
도 3 은 도 2 의 상태와 같이 방파제의 일부가 붕괴유실 되었을 때 본 고안상으로 실시되는 육각소파블럭을 적층보수한 상태 횡단면 개략도3 is a cross-sectional schematic diagram of a state in which a hexagonal sofa block is laminated and repaired according to the present invention when a part of the breakwater is collapsed and lost as shown in FIG.
도 4 는 본 고안상으로 실시되는 육각소파블럭만으로 방파제체를 구축한 상태를 나타내는 방파제 횡단면도Figure 4 is a cross-sectional view of a breakwater showing a state in which a breakwater body is built only with a hexagonal sofa block implemented according to the present invention.
(도면의 주요부분에 대한 부호설명)(Code description of main parts of drawing)
T.테트라포드T. Tetraford
1.육각소파블럭 2,6. 각주 3.절단면Hexagon sofa block 2,6. Footnote 3.Cutting Section
본 고안은 상기와 같이 강력한 파력의 충격에 의하여 붕괴된 제체의 보강, 보수등을 하거나 보다 견고한 제체를 구축하기 위하여 4개의 지간으로 되는 테트라포드(T)보다 지간의 수가 많은 6각소파블럭을 안출한 바 본 고안상으로 실시되는 6각 소파블럭(1)은 중심에 가상의 일정한 크기의 정육면체 콘크리트 괴(塊)로 되는 정육면체의 전,후,상,하,좌,우에 동일한 길이의 6각주(六脚柱)(2)를 방사상으로 돌설되게하되 각 6각주(2) 외주면은 8각면으로 되고 각 선단이 다소 작아지는 형태로 돌설되게하며 세개의 6각주(2)가 대접 연결되는 가상의 정육면체의 각 모서리부위는 모서리를 절단한 절단면(3)으로 모때기한 상태의 구조로 본 고안상으로 실시되는 6각주(2)가 방사상으로 돌설된 6각 소파블럭(1)이 구성된다.The present invention devised a hexagonal sofa block with a larger number of spans than tetrapod (T), which is composed of four sections, in order to reinforce and repair the collapsed bodies by the impact of the strong wave as described above, or to build a more robust structure. The hexagonal sofa block (1) implemented according to the present invention is a hexagonal cube having the same length before, after, upper, lower, left, and right of the cube, which is a cube concrete mass of virtual constant size in the center.脚 柱) (2) to radially protrude, but each hexagonal (2) outer circumferential surface is octagonal, and each tip is protruded in a somewhat smaller form, and the three hexagonal (2) of the imaginary cube is connected Each corner portion is a hexagonal sofa block (1) consisting of a radially protruding hexagonal foot (2) is carried out in the present invention in a structure of the state of the square with a cutting surface (3) cut corners.
상기와 같이 구성된 본 고안상으로 실시되는 6각 소파블럭(1)은 테트라포드보다 돌출지간이 더 많기때문에 인접하는 타 6각 소파블럭(1)과의 대접상태가 더 치밀할 뿐 아니라 기하학적으로도 테트라포드보다 더욱 안정된 상태로 위치고정되므로 제체가 보다 다양하고 견고한 적층상태를 유지하므로 방파제체의 수명이 대폭 연장되는 효과가 있다.Since the hexagonal sofa block 1 implemented according to the present invention configured as described above has more protruding intervals than tetrapods, not only the close contact with other adjacent hexagonal sofa blocks 1 is more dense but also geometrically tetrapod. Since the position is fixed in a more stable state, the life of the breakwater body is greatly extended since the body maintains a more diverse and solid lamination state.
Claims (1)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| KR2020000006974U KR200192067Y1 (en) | 2000-03-13 | 2000-03-13 | The six legs' block for removing waves |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| KR2020000006974U KR200192067Y1 (en) | 2000-03-13 | 2000-03-13 | The six legs' block for removing waves |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| KR200192067Y1 true KR200192067Y1 (en) | 2000-08-16 |
Family
ID=19646457
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| KR2020000006974U KR200192067Y1 (en) | 2000-03-13 | 2000-03-13 | The six legs' block for removing waves |
Country Status (1)
| Country | Link |
|---|---|
| KR (1) | KR200192067Y1 (en) |
Cited By (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2010008161A2 (en) * | 2008-07-14 | 2010-01-21 | 범아건설 주식회사 | Safety tetrapod, coastal structure using the same, and construction method thereof |
| KR100939186B1 (en) | 2008-02-28 | 2010-01-28 | 전종태 | Tetraport for preventing accident |
| KR101214463B1 (en) * | 2011-12-14 | 2012-12-21 | 이승현 | Wave eliminating block and process of constructing breakwater using thereof |
| KR20150104835A (en) | 2014-03-06 | 2015-09-16 | 한림에코텍 주식회사 | Preparing method for wave dissipating block |
| KR101560255B1 (en) | 2015-02-17 | 2015-10-14 | (유) 이도건설 | A Wave Dissipating Block and an Installation Method thereof |
| KR101560257B1 (en) | 2015-02-17 | 2015-10-15 | (유) 이도건설 | A Wave Dissipating Block and an Installation Method thereof |
| KR101668735B1 (en) * | 2016-05-27 | 2016-10-24 | 주식회사 양지디앤씨 | Wave Dissipating Block and Piling Method Using the Same |
| KR102275243B1 (en) * | 2020-01-20 | 2021-07-08 | 송주민 | Wave dissipating block and breakwater covered therewith |
| KR102408425B1 (en) * | 2021-07-01 | 2022-06-10 | 송주민 | Caisson style composite breakwater |
| KR102448647B1 (en) * | 2021-11-22 | 2022-09-27 | 정규순 | Wave dissipating block and breakwater covered therewith |
| KR102509116B1 (en) * | 2022-05-09 | 2023-03-14 | 김상훈 | Tetrapod structures |
-
2000
- 2000-03-13 KR KR2020000006974U patent/KR200192067Y1/en not_active IP Right Cessation
Cited By (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100939186B1 (en) | 2008-02-28 | 2010-01-28 | 전종태 | Tetraport for preventing accident |
| WO2010008161A2 (en) * | 2008-07-14 | 2010-01-21 | 범아건설 주식회사 | Safety tetrapod, coastal structure using the same, and construction method thereof |
| WO2010008161A3 (en) * | 2008-07-14 | 2010-03-11 | 범아건설 주식회사 | Safety tetrapod, coastal structure using the same, and construction method thereof |
| CN102099529B (en) * | 2008-07-14 | 2013-02-06 | 汎亚建设株式会社 | Safety tetrapod, coastal structure using the same, and construction method thereof |
| KR101214463B1 (en) * | 2011-12-14 | 2012-12-21 | 이승현 | Wave eliminating block and process of constructing breakwater using thereof |
| KR20150104835A (en) | 2014-03-06 | 2015-09-16 | 한림에코텍 주식회사 | Preparing method for wave dissipating block |
| KR101560255B1 (en) | 2015-02-17 | 2015-10-14 | (유) 이도건설 | A Wave Dissipating Block and an Installation Method thereof |
| KR101560257B1 (en) | 2015-02-17 | 2015-10-15 | (유) 이도건설 | A Wave Dissipating Block and an Installation Method thereof |
| KR101668735B1 (en) * | 2016-05-27 | 2016-10-24 | 주식회사 양지디앤씨 | Wave Dissipating Block and Piling Method Using the Same |
| KR102275243B1 (en) * | 2020-01-20 | 2021-07-08 | 송주민 | Wave dissipating block and breakwater covered therewith |
| KR102408425B1 (en) * | 2021-07-01 | 2022-06-10 | 송주민 | Caisson style composite breakwater |
| KR102448647B1 (en) * | 2021-11-22 | 2022-09-27 | 정규순 | Wave dissipating block and breakwater covered therewith |
| KR102509116B1 (en) * | 2022-05-09 | 2023-03-14 | 김상훈 | Tetrapod structures |
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