KR20030033908A - Wave dissipating system using a submerged breakwater constructed by net-bags with soil - Google Patents
Wave dissipating system using a submerged breakwater constructed by net-bags with soil Download PDFInfo
- Publication number
- KR20030033908A KR20030033908A KR1020010066096A KR20010066096A KR20030033908A KR 20030033908 A KR20030033908 A KR 20030033908A KR 1020010066096 A KR1020010066096 A KR 1020010066096A KR 20010066096 A KR20010066096 A KR 20010066096A KR 20030033908 A KR20030033908 A KR 20030033908A
- Authority
- KR
- South Korea
- Prior art keywords
- soil
- bags
- net
- submerged breakwater
- submerged
- Prior art date
Links
- 239000002689 soil Substances 0.000 title claims abstract description 25
- 241001474374 Blennius Species 0.000 claims description 9
- 239000000463 material Substances 0.000 claims description 4
- 230000005484 gravity Effects 0.000 claims description 3
- 239000003795 chemical substances by application Substances 0.000 claims 1
- 238000010276 construction Methods 0.000 abstract description 8
- 238000004519 manufacturing process Methods 0.000 abstract description 3
- 239000004575 stone Substances 0.000 description 3
- 241000251468 Actinopterygii Species 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 239000004744 fabric Substances 0.000 description 2
- 210000003608 fece Anatomy 0.000 description 2
- 239000010871 livestock manure Substances 0.000 description 2
- VTYYLEPIZMXCLO-UHFFFAOYSA-L Calcium carbonate Chemical compound [Ca+2].[O-]C([O-])=O VTYYLEPIZMXCLO-UHFFFAOYSA-L 0.000 description 1
- PWHULOQIROXLJO-UHFFFAOYSA-N Manganese Chemical compound [Mn] PWHULOQIROXLJO-UHFFFAOYSA-N 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 239000004746 geotextile Substances 0.000 description 1
- 229910052748 manganese Inorganic materials 0.000 description 1
- 239000011572 manganese Substances 0.000 description 1
- 230000035699 permeability Effects 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 239000013049 sediment Substances 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
- E02B3/043—Artificial seaweed
-
- 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
- E02B3/122—Flexible prefabricated covering elements, e.g. mats, strips
- E02B3/123—Flexible prefabricated covering elements, e.g. mats, strips mainly consisting of stone, concrete or similar stony material
Abstract
Description
본 발명은 파랑을 제어하는 소파시스템에 관한 것으로, 특히 흙망태를 잠제로 이용하여 환경친화적인 소파시스템을 구현하는 흙망태 잠제를 이용한 환경친화성 소파시스템에 관한 것이다.The present invention relates to a sofa system for controlling the blue waves, and more particularly, to an environmentally friendly sofa system using an earthen cloth latent to implement an environment-friendly sofa system using the soil mesh as a latent.
일반적으로 어항, 마리나 또는 해안을 파랑하중으로부터 보호하기 위하여 잠제를 설치하게 된다. 종래에 이러한 잠제로서는 콘크리트 블록 또는 쇄석을 이용함으로서 공사비가 많이 소요되고 유지관리에도 어려움이 있고 연안환경을 훼손시킬 수 있는 문제점을 갖고 있었다.Generally, a seawall is installed to protect a fishbowl, marina or coast from wave loads. Conventionally, such a latent use of a concrete block or crushed stone is a costly construction, difficult to maintain and had a problem that can damage the coastal environment.
또한 연약지반에 시공시 중량체인 콘크리트 블록이 지반 내부로 침하하는 문제점이 발생될 수 있다.In addition, when the construction on the soft ground, the weight block concrete block may be a problem that sinks into the ground.
따라서 본 발명은 상기와 같은 종래의 문제점을 감안하여 창안된 것으로, 흙망태를 이용하여 잠제를 축조하여서 이를 통해 파랑을 제어함으로서 기존의 콘크리트 블록 또는 쇄석과 비교해 볼 때 제작 및 공사비가 저렴할 뿐만 아니라 시공이 용이하고, 안전성 및 환경친화적인 소파시스템을 제공하는데 그 목적이 있다.Therefore, the present invention was devised in view of the conventional problems as described above, by manufacturing the submerged by using the soil mesh to control the blue through this as well as the construction and construction cost as well as cheaper construction compared to conventional concrete blocks or crushed stone Its purpose is to provide a sofa system that is easy, safe and environmentally friendly.
또한 본 발명은 흙망태로 축조된 잠제에 인공해조를 설치하여 어류 서식지를 제공하는데 그 목적이 있다.In addition, the present invention has an object to provide a fish habitat by installing an artificial seaweed in the submerged jimyeonseo.
상기의 목적을 달성하기 위하여 본 발명은, 흙으로 채워진 흙망태를 해저로부터 축조하여 잠제를 구성하고, 상기 잠제의 상부에는 바다생물의 서식을 위한 인공해조가 설치된 것을 특징으로 한다.In order to achieve the above object, the present invention, by constructing a soil manure filled with soil from the seabed to configure the submerged, characterized in that the artificial seaweed for the habitat of sea creatures is installed on the upper part of the submerged.
상기 인공해조는 자체 부력을 가질 수 있도록 비중이 1.0 이하인 재질로 형성된 것을 특징으로 한다.The artificial seaweed is characterized by being formed of a material having a specific gravity of 1.0 or less so as to have its own buoyancy.
도 1은 본 발명의 흙망태의 사시도.1 is a perspective view of the soil manure of the present invention.
도 2는 본 발명의 흙망태를 설치한 소파시스템의 구성도.Figure 2 is a block diagram of a sofa system installed with a gabion of the present invention.
<도면의 주요 부분에 대한 부호의 설명><Explanation of symbols for the main parts of the drawings>
10 : 잠제12 : 흙망태10: Probation 12: soil mesh
14 : 인공해조100 : 해저14: artificial seaweed 100: seabed
이하에서 본 발명의 바람직한 실시 예를 첨부된 도면에 의거 상세히 설명하기로 한다.Hereinafter, exemplary embodiments of the present invention will be described in detail with reference to the accompanying drawings.
도 1은 본 발명의 흙망태의 사시도이고, 도 2는 본 발명의 흙망태를 설치한 소파시스템의 구성도를 도시한 것이다.1 is a perspective view of a mud of the present invention, Figure 2 shows a block diagram of a sofa system installed with the mud of the present invention.
도 1에 본 발명의 흙망태(10)가 도시되어 있다.In Fig. 1, the soil mantle 10 of the present invention is shown.
상기 흙망태(12)는 직물(Geotextile)로 짜여진 자루로서, 휨강성을 갖지 않고 인장저항력이 크며 자루에 채워진 흙이 밖으로 빠져나오지 않을 정도의 투수성능을 갖는 것이 좋다.The soil mantle 12 is a bag woven into the fabric (Geotextile), it is good to have a permeability performance that does not have flexural rigidity, the tensile resistance is large, and the soil filled in the bag does not come out.
그리고 상기 흙망태(12)에 채워질 흙은 모래, 준설토, 굴 패각 등 환경 문제를 발생시키지 않는 어떠한 흙이라도 상관이 없다.And the soil to be filled in the soil manganese 12 may be any soil that does not cause environmental problems such as sand, dredged soil, oyster shell.
상기와 같이 구성된 흙망태(12)를 해저(100)로부터 축조함으로서 상기 흙망태(12)들에 의하여 잠제(10)를 구축하게 된다.By constructing the soil mesh 12 configured as described above from the seabed 100, the soil 10 is built up by the soil mesh 12.
상기와 같이 구축된 잠제(10)의 상부에는 바다생물의 서식을 위한 인공해조 (14)가 설치된다.The artificial seaweed 14 for habitation of sea creatures is installed at the upper part of the submerged 10 constructed as described above.
상기 인공해조(14)는 비중이 1.0 이하의 재질을 사용하여 스스로 서 있을 수 있게 하는 것이 바람직하다. 즉 바다생물이 부착된 경우에도 서 있을 수 있을 정도의 자체 부력을 지녀야 한다.The artificial seaweed 14 is preferably to be able to stand on its own using a material with a specific gravity of 1.0 or less. That is, it must have its own buoyancy enough to stand even when the sea creatures are attached.
이상에서 설명한 바와 같이 본 발명은 흙망태를 재료로 하여 잠제를 구축함으로서 기존의 콘크리트 블록 또는 쇄석을 이용하는 경우와 비교해 볼 때 제작 및 공사비가 저렴할 뿐 아니라 시공도 용이하며, 보다 환경친화적인 시스템을 구현할 수 있다.As described above, the present invention is not only inexpensive to manufacture and construction, but also easy to construct, and to implement a more environmentally friendly system as compared to the case of using a concrete block or crushed stone by constructing a submerged soil as a material. Can be.
또한 본 시스템은 지반의 부등침하, 또는 쇄굴되는 경우에도 흙망태의 자체 변형 등으로 인하여 안정을 취하는 유연한 구조로 되어 있기 때문에 안전성이 매우 뛰어난 효과를 갖는다.In addition, this system has a very good safety effect because it has a flexible structure that is stable even when the ground is uneven settlement or crushed by the self deformation of the soil mesh.
또한 잠제에 인공해조가 설치되어 있기 때문에 잠제가 어류의 서식지 역할을 할 수 있게 된다.In addition, the artificial seaweed is installed in the submerged sea, so the submerged sea can serve as a habitat for fish.
또한 잠제 후부는 일정시간이 경과하면 자연적으로 해저 퇴적물이 쌓이게 되므로 자연 상태를 재현하는 효과를 갖게 된다.In addition, the submerged rear part naturally accumulates undersea sediment after a certain time, and thus has the effect of reproducing the natural state.
Claims (2)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| KR1020010066096A KR20030033908A (en) | 2001-10-25 | 2001-10-25 | Wave dissipating system using a submerged breakwater constructed by net-bags with soil |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| KR1020010066096A KR20030033908A (en) | 2001-10-25 | 2001-10-25 | Wave dissipating system using a submerged breakwater constructed by net-bags with soil |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| KR20030033908A true KR20030033908A (en) | 2003-05-01 |
Family
ID=29566415
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| KR1020010066096A KR20030033908A (en) | 2001-10-25 | 2001-10-25 | Wave dissipating system using a submerged breakwater constructed by net-bags with soil |
Country Status (1)
| Country | Link |
|---|---|
| KR (1) | KR20030033908A (en) |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH02197609A (en) * | 1989-01-25 | 1990-08-06 | Kubota Ltd | Submerged breakwater |
| JPH0941339A (en) * | 1995-08-01 | 1997-02-10 | Jagras:Kk | Porous concrete wave dissipating works |
| JPH09143952A (en) * | 1995-11-20 | 1997-06-03 | Sanritsu Sangyo Kk | Clarifier for river and the like |
| JPH10237843A (en) * | 1997-02-27 | 1998-09-08 | Tokyo Jimu Service Kk | Netty three-dimensional structure |
| JPH11117303A (en) * | 1997-10-15 | 1999-04-27 | Maeda Corp | Construction method of submerged embankment to be formed on soft ground |
| KR200244422Y1 (en) * | 2001-05-11 | 2001-10-15 | 이근희 | fish staying block and water plant bed and its working method |
-
2001
- 2001-10-25 KR KR1020010066096A patent/KR20030033908A/en not_active Application Discontinuation
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH02197609A (en) * | 1989-01-25 | 1990-08-06 | Kubota Ltd | Submerged breakwater |
| JPH0941339A (en) * | 1995-08-01 | 1997-02-10 | Jagras:Kk | Porous concrete wave dissipating works |
| JPH09143952A (en) * | 1995-11-20 | 1997-06-03 | Sanritsu Sangyo Kk | Clarifier for river and the like |
| JPH10237843A (en) * | 1997-02-27 | 1998-09-08 | Tokyo Jimu Service Kk | Netty three-dimensional structure |
| JPH11117303A (en) * | 1997-10-15 | 1999-04-27 | Maeda Corp | Construction method of submerged embankment to be formed on soft ground |
| KR200244422Y1 (en) * | 2001-05-11 | 2001-10-15 | 이근희 | fish staying block and water plant bed and its working method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| KR100657183B1 (en) | Vegetation block with equipment structure | |
| US20140270961A1 (en) | Marine habitat support module | |
| JP2783775B2 (en) | Seawall structure considering ecosystem | |
| KR20030033908A (en) | Wave dissipating system using a submerged breakwater constructed by net-bags with soil | |
| JP4502268B2 (en) | Seawall block and seafloor protection structure | |
| CN211200273U (en) | Floating ecological wave-absorbing revetment | |
| JPH1143916A (en) | Gravity type harbor structure under consideration of biosystem | |
| KR200356133Y1 (en) | Protecting Block For Bank | |
| KR200413124Y1 (en) | Hexapod for prevention against wave abrasion of structure in water | |
| KR200408221Y1 (en) | Revetment institution for pro-environment | |
| KR200262760Y1 (en) | Square box structure for a embankment work | |
| JP4350848B2 (en) | Artificial tidal flat and its construction method | |
| JP3088245B2 (en) | Slope protection method for artificial beach | |
| KR100654304B1 (en) | Revetment institution for pro-environment | |
| KR100484414B1 (en) | Ecological embankment construction of river or harbors | |
| JP2528031B2 (en) | Rubble type breakwater | |
| KR200361693Y1 (en) | Ecological embankment construction | |
| KR200358625Y1 (en) | Ecological embankment construction of river or harbors | |
| JP2001115429A (en) | Environment-friendly breakwater | |
| JP4962736B2 (en) | Protective structure for bivalve shell and its construction method | |
| JPH11247159A (en) | Protection block | |
| KR200257193Y1 (en) | a base block for bank protection | |
| KR200219550Y1 (en) | a base block for bank protection | |
| KR200367390Y1 (en) | Ecological embankment construction for river | |
| KR20040079378A (en) | Ecological embankment construction for river |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| A201 | Request for examination | ||
| E902 | Notification of reason for refusal | ||
| E601 | Decision to refuse application |