KR200200540Y1 - Forced reefs simply assembled with bolts and nuts without welding - Google Patents
Forced reefs simply assembled with bolts and nuts without welding Download PDFInfo
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- KR200200540Y1 KR200200540Y1 KR2019990025845U KR19990025845U KR200200540Y1 KR 200200540 Y1 KR200200540 Y1 KR 200200540Y1 KR 2019990025845 U KR2019990025845 U KR 2019990025845U KR 19990025845 U KR19990025845 U KR 19990025845U KR 200200540 Y1 KR200200540 Y1 KR 200200540Y1
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- reefs
- bolts
- nuts
- welding
- forced reef
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- 238000003466 welding Methods 0.000 title claims abstract description 8
- 230000008878 coupling Effects 0.000 claims abstract 2
- 238000010168 coupling process Methods 0.000 claims abstract 2
- 238000005859 coupling reaction Methods 0.000 claims abstract 2
- 238000005304 joining Methods 0.000 claims description 3
- 229910000831 Steel Inorganic materials 0.000 abstract description 20
- 239000010959 steel Substances 0.000 abstract description 20
- 230000007797 corrosion Effects 0.000 abstract description 8
- 238000005260 corrosion Methods 0.000 abstract description 8
- 230000035939 shock Effects 0.000 abstract description 3
- 235000015170 shellfish Nutrition 0.000 abstract description 2
- 241001474374 Blennius Species 0.000 abstract 2
- 238000005516 engineering process Methods 0.000 abstract 2
- 241000251468 Actinopterygii Species 0.000 abstract 1
- 244000025254 Cannabis sativa Species 0.000 abstract 1
- 239000004568 cement Substances 0.000 abstract 1
- 125000004122 cyclic group Chemical group 0.000 abstract 1
- 230000001988 toxicity Effects 0.000 abstract 1
- 231100000419 toxicity Toxicity 0.000 abstract 1
- 238000005266 casting Methods 0.000 description 6
- 238000004519 manufacturing process Methods 0.000 description 6
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 4
- 150000003839 salts Chemical class 0.000 description 3
- 229910000746 Structural steel Inorganic materials 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 229910052742 iron Inorganic materials 0.000 description 2
- 241000195493 Cryptophyta Species 0.000 description 1
- 238000010521 absorption reaction Methods 0.000 description 1
- 238000007599 discharging Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
Classifications
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- A—HUMAN NECESSITIES
- A01—AGRICULTURE; FORESTRY; ANIMAL HUSBANDRY; HUNTING; TRAPPING; FISHING
- A01K—ANIMAL HUSBANDRY; AVICULTURE; APICULTURE; PISCICULTURE; FISHING; REARING OR BREEDING ANIMALS, NOT OTHERWISE PROVIDED FOR; NEW BREEDS OF ANIMALS
- A01K61/00—Culture of aquatic animals
- A01K61/70—Artificial fishing banks or reefs
- A01K61/73—Artificial fishing banks or reefs assembled of components
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- 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
- E02B3/046—Artificial reefs
-
- 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
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- 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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- General Engineering & Computer Science (AREA)
- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- Environmental Sciences (AREA)
- Animal Husbandry (AREA)
- Biodiversity & Conservation Biology (AREA)
- Zoology (AREA)
- Environmental & Geological Engineering (AREA)
- Marine Sciences & Fisheries (AREA)
- Ocean & Marine Engineering (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Artificial Fish Reefs (AREA)
Abstract
세계각나라들의 200해리 경제수역 선포와 어업기술 발달로 연안 어족의 자원이 고갈되고 있어 우리나라도 무조건 잡는 어업에서 길러서 잡도록 연안전역에 인공어초 시설비로 매년 약200억원의 대규모 시설비가 투입되고 있다. 이 어초들은 모두 콘크리트재질로 제작된 것으로 철강제 어초에 비해 시멘트의 독성에 의해 해조류 부착이 어럽고, 체적에 비해 너무 무겁기 때문에 운반,투하시 비용이 많이 들고, 갯벌지역은 해저 기초조사가 선행되어야 하므로 과다한 시설비가 요구된다. 그러나 강제어초에 작용하는 파랑하중은 반복하중이므로 용접 부위에 응력집중이 생겨 피로파괴와 부식파손의 문제점을 안고 있다. 따라서 우리나라에서는 콘크리트어초만 투입하고 있으나 어로 기술이 발달된 일본에서는 수년전부터 수산생물이 난파선등에 잘모이고 선박의 바닥철판에 패각류 및 해조류가 많이 붙는 것에 착안하여 강제어초를 제작 투입하여 많은 효과를 얻고 있다.The coastal fish stocks are being depleted due to the declaration of the 200 nautical mile economic zones of the world and the development of fishing technology. Korea is also investing about 200 billion won annually for artificial reefs. All of these reefs are made of concrete, and they are difficult to attach seaweeds due to the toxicity of cement compared to steel reefs, and are too heavy for their volume. Therefore, excessive facility costs are required. However, since the wave load acting on the forced reef is a cyclic load, stress concentration occurs in the welded area, which causes problems of fatigue failure and corrosion damage. Therefore, in Korea, only concrete reefs are put in place, but in Japan, where fishery technology has been developed, fishery organisms have gathered on shipwrecks for many years and many shellfish and seaweeds stick to the bottom plate of ships. have.
본 고안은 이러한 강제어초가 안고 있는 문제점인 용접부를 없애고 용접작업없이 누구나 쉽게 볼트,너트로 조립만하면 되도록하였다. 이를 위하여 동일한 규격과 길이를 가진 부재를 결합용 연결구(漣結構)에 결합하여 볼트,너트로 결합시켜 강제어초를 제작하였다. 각 부재들의 볼트,너트 결합으로 어초가 받는 하중이 분산되고, 충격이 흡수되어 구조적인 안정성이 있다.The present invention eliminates the welding part, which is a problem of the forced reef, so that anyone can easily assemble with bolts and nuts without welding. To this end, the members of the same size and length were joined to the coupling connector (漣 結構) to combine the bolts and nuts to produce a forced reef. The bolts and nuts are coupled to each member to distribute the load received by the grass, and the shock is absorbed, resulting in structural stability.
Description
연안어장을 개량하기 위하여 1970년대초부터 콘크리트어초를 투하하고 있다. 그러나 콘크리트 어초는 단위 체적당 무게가 무거워 투하비용이 많이들고, 서해안과 같은 갯벌지역에는 갯벌에 빠져버리기 때문에 투하가 불가능하다. 또한 어초의 크기나 형상의 변경에 어려움이 따르고 제작기간이 많이 들고 대형어초는 운반,해상크레인,투하작업등의 여건으로 많은 시설비가 요구된다.Concrete reefs have been dropped since the early 1970s to improve coastal fisheries. However, concrete reefs are heavy due to their heavy weight per unit volume, which is expensive, and it is impossible to drop them because they are buried in tidal flat areas such as the west coast. In addition, it is difficult to change the size and shape of the reefs, and the production period is long, and large reefs require a lot of facility cost due to transportation, marine crane, and dropping operations.
상기와 같은 콘크리트어초의 문제점에 따라 효과나 성능이 뛰어난 강제어초는 해양구조물에 작용하는 반복하중에 의해 용접부에 응력집중과 바다속 염분에 의한 부식손상의 문제가 항상 따른다.According to the problems of the concrete reefs, the steel reefs having excellent effects or performances are always subject to the stress damage and corrosion damage caused by salt in the sea due to the repeated load acting on the marine structure.
본고안은 이러한 염분에 의한 부식손상과 응력집중을 최소화 하기위하여 일반구조용강 파이프(PIPE)를 이용하여 부식에 약한 용접작업 없이 주물품의 연결구에 볼트,너트로 쉽게 결합시켜 강제어초를 제작 가능하도록 하였고 주물품 연결구는 염분에 강한 주물품으로 제작하였다.In order to minimize corrosion damage and stress concentration caused by salinity, this paper makes it possible to easily manufacture steel reefs by easily connecting bolts and nuts to the connector of castings without welding due to corrosion by using general structural steel pipe (PIPE). Casting connectors were made of salt-resistant castings.
도면1의 강제어초의 구조도로 강제어초의 주재료인 일반구조용 강제 파이프(STEEL PIPE)를 설치하고자하는 강제어초의 크기에 따라 일정한 길이로 절단한 후 도면 4의 강제어초의 부품 파이프(PIPE) 구조도와 같이 볼트로 결합할 수 있도록 (2)와 같이 2개의 볼트 구멍(HOLE)을 가공한다. (a), (b), (c), (d)의 연결구(連結構)는 염분부식에 강한 주물품으로 제작되며, 볼트,너트로 도면4의 (1)강제 파이프(PIPE)와 조립되도록 구멍(HOLE)이 2개 가공되어 있다.Structural diagram of the steel reefs of Figure 1 After the structural pipes (STEEL PIPE), the main material of the steel reefs, are cut to a certain length according to the size of the steel reefs to be installed Two bolt holes (HOLE) are machined as shown in (2) so that they can be bolted together. The connectors of (a), (b), (c) and (d) are made of castings resistant to salt corrosion and are assembled with (1) steel pipe (PIPE) in Figure 4 with bolts and nuts. Two holes are processed.
도면2는 강제어초의 평면도, 좌우 측면도를 나타내고 있다.2 shows a plan view and left and right side views of a forced reef.
도면3은 강제어초의 단면도를 나타내고 있다.3 shows a sectional view of a forced reef.
도면1에서와 같이 강제어초는 일반구조용 강제 파이프(PIPE)와 주물품 연결구 (a), (b), (c), (d)를 볼트, 너트로 결합시켜 제작되며, 연결구(a)는 연결가지가 3개로 강제어초의 각모서리에 이용되며, 연결구(b)는 연결가지가 4개로 강제어초의 변에 이용되며, 연결구(c)는 연결가지가 5개로 강제어초의 단면부분에 이용되며, 연결구(d)는 연결가지가 6개로 중앙부분의 연결에 사용된다. 강제어초는 연결구의 조합에 따라 그 크기와 형태를 조절할 수 있으며 연결구의 각도를 변형시키면 삼각형 및 다각형의 강제어초를 조립 제작할 수 있다.As shown in Figure 1, the steel reef is manufactured by combining the steel pipe for general structure (PIPE) and the casting parts (a), (b), (c), (d) with bolts and nuts, and the connector (a) is connected. Three branches are used for each corner of the forced reef, and the connector (b) is used for the four sides of the forced reef and the connector (c) is used for the cross section of the forced reef with five connection branches. The connector (d) has six connection branches, which are used for connection at the center part. Forced reef can be adjusted in size and shape according to the combination of the connector, and by changing the angle of the connector can be assembled and fabricated the forced reef of the triangle and polygon.
도면2는 강제어초의 평면도,좌,우측면도이며 우측의 상세도는 (A)일반구조용 강제 파이프(PIPE)와 (D)연결구가 (B)볼트,너트로 조립된 형태를 나타내고 있다.도면3은 직육면체 강제어초의 단면도를 나타내고 있으며 (A)일반구조용 강제 파이프(PIPE)와 (C)연결구를 결합시키기위한 연결구의 볼트 구멍은 2개를 90。방향으로 가공하여 볼트, 너트로 결합시켜 강제어초 조립 후에 흔들림이 적도록 하였다. 또한 (D)연결구의 볼트 구멍(HOLE)은 주물제작시에 가공되며 (A)강제 파이프와 (C)연결구가 쉽게 조립되도록 타원형으로 가공하여 (A)강제 파이프의 길이가 조금 차이가 나도 쉽게 조립되도록 하였다.도면4는 강제어초의 주요 부품인 강제 PIPE의 구조도로 (1)강제 파이프의 양끝단에 (2)와 같이 볼트,너트 결합용 구멍(HOLE)이 있다.본고안의 강제어초는 도면4의 (1)강제 파이프의 길이를 동일하게 대량 생산하여 도면1의 연결구(a),(b),(c),(d)와 볼트너트로 결합시켜 간단히 조립되므로 강제어초 제작시 용접부가 없어 강제어초의 수명인 약30년간 바다속에서도 용접부위의 부식문제가 없으며, 각부품들의 조립이므로 강제어초의 운반비가 절약되며 또한 바지선(船) 위에서도 조립하여 투하가 가능하고 보수, 수리가 가능하다. 각 부품을 볼트, 너트로 결합시켜 강제어초를 제작하므로 어초가 받는 수중하중을 분산 및 충격 흡수로 구조적인 안정성이 따르며, 연결구의 사용 개수에 따라 연안어장의 조건에 맞는 어초의 격벽 수량이나 크기, 형상을 쉽게 조절할 수 있다. 강제어초의 바닥면에 철판을 붙이면 콘크리트 어초보다 가벼워 갯벌 지역에서도 깊게 빠지지 않고 성능을 발휘하는 강제어초의 제작이 가능하다.Fig. 2 is a plan view, left and right side view of the steel reef, and the detailed view on the right shows (A) a general structural steel pipe (PIPE) and (D) connector assembled with (B) bolts and nuts. Shows the cross-sectional view of the rectangular parallelepiped reef and (A) the bolts of the connector for joining the (PE) pipe for general structure and (C) the connector are processed in 90 ° direction and combined with bolts and nuts. Less shaking after assembly. In addition, (D) bolt hole (HOLE) of connector is processed at the time of casting, and (A) steel pipe and (C) connector are processed into oval shape for easy assembly, and (A) steel pipe can be easily assembled even if the length is slightly different. Fig. 4 is a structural diagram of a steel pipe, which is a major part of steel reefs. (1) Both ends of steel pipes have holes (HOLE) for bolts and nuts as shown in (2). (1) The length of the steel pipe is mass-produced in the same way, and it is simply assembled by joining the bolts (a), (b), (c), and (d) with the bolts of Figure 1. There is no corrosion problem of the welded part in the sea for about 30 years, which is the life of the reef, and as the assembly of each part, the transportation cost of the forced reef is saved, and it can be assembled on the barge and can be dropped, repaired and repaired. Each component is combined with bolts and nuts to produce forced reefs, so the underwater loads of the reefs are distributed and structurally absorbed by shock absorption.The number and size of the bulkheads of the reefs that meet the conditions of coastal fisheries depends on the number of connectors used. The shape can be easily adjusted. If iron plate is attached to the bottom of steel reefs, it is lighter than concrete reefs, and it is possible to produce steel reefs that perform well in the tidal flat area.
본 고안은 용접작업 없이 볼트,너트로 결합되는 강제어초로,This design is a forced reef combined with bolts and nuts without welding,
콘크리트어초에 비하여 제작비, 투하비용을 절감할 수 있으며 여러 가지 형상의 어초 제작이 가능하다. 콘크리트어초와 달리 바다위 바지선(船)에서 간단히 조립하여 투하할 수 있으므로 운반비가 적고 단위 체적당 무게가 가벼워 투하 비용이 적다. 또한 바닥면에 철판을 붙여 갯벌지역에도 투하가 가능하다. 일반강제어초와 달리 용접부가 없어 노후시 용접부의 부식문제가 없으며 30%이상의 제작원가 절감이 가능하다. 동일한 길이의 PIPE의 조립으로 제작되므로 비숙련자도 쉽게 강제어초를 제작할 수 있으며 규격화된 대량생산이 가능하여 제작비가 저렴하다. 또한 각부재의 볼트,너트 결합으로 어초가 받는 하중이 분산되어 충격흡수가 가능하여 구조적인 안정성이 뛰어나다. 콘크리트 어초보다 강제어초는 부식에 따라 패각류와 해조류의 부착이 많아 연안어족의 집어율이 높다.Compared with concrete reefs, manufacturing cost and delivery cost can be reduced and various shapes of reefs can be manufactured. Unlike concrete reefs, it can be easily assembled and dropped from barges on the sea, so the transportation cost is low and the weight per unit volume is low, so the cost of discharging is low. In addition, it is possible to drop on the tidal flat area by attaching an iron plate to the bottom surface. Unlike general steel control candle, there is no welding part, so there is no corrosion problem of welding part when it is old, and more than 30% of manufacturing cost can be saved. As it is manufactured by assembling the pipe of the same length, even the unskilled person can easily produce the forced reef and the standardized mass production is possible, so the production cost is low. In addition, it is excellent in structural stability because shock load is absorbed by dispersing the load received by the bolts and nuts of each member. Forced reefs are more likely to have shellfish and algae due to corrosion than concrete reefs.
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KR2019990025845U KR200200540Y1 (en) | 1999-11-18 | 1999-11-18 | Forced reefs simply assembled with bolts and nuts without welding |
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KR2019990025845U KR200200540Y1 (en) | 1999-11-18 | 1999-11-18 | Forced reefs simply assembled with bolts and nuts without welding |
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Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
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KR100632251B1 (en) | 2006-02-28 | 2006-10-11 | 석성기업주식회사 | Artificial reef |
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Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
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KR100632251B1 (en) | 2006-02-28 | 2006-10-11 | 석성기업주식회사 | Artificial reef |
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