KR850001353A - Reinforced concrete wall structure used in the offshore area - Google Patents

Reinforced concrete wall structure used in the offshore area Download PDF

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Publication number
KR850001353A
KR850001353A KR1019840003906A KR840003906A KR850001353A KR 850001353 A KR850001353 A KR 850001353A KR 1019840003906 A KR1019840003906 A KR 1019840003906A KR 840003906 A KR840003906 A KR 840003906A KR 850001353 A KR850001353 A KR 850001353A
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KR
South Korea
Prior art keywords
wall structure
reinforced concrete
concrete wall
steel piece
steel
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Application number
KR1019840003906A
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Korean (ko)
Inventor
윌리엄 펠톨라 라울리
Original Assignee
하누 피리뢰
발메트 오이
에리키 오얄라
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Application filed by 하누 피리뢰, 발메트 오이, 에리키 오얄라 filed Critical 하누 피리뢰
Publication of KR850001353A publication Critical patent/KR850001353A/en

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    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02B—HYDRAULIC ENGINEERING
    • E02B17/00—Artificial islands mounted on piles or like supports, e.g. platforms on raisable legs or offshore constructions; Construction methods therefor
    • E02B17/02—Artificial islands mounted on piles or like supports, e.g. platforms on raisable legs or offshore constructions; Construction methods therefor placed by lowering the supporting construction to the bottom, e.g. with subsequent fixing thereto
    • E02B17/025—Reinforced concrete structures
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02B—HYDRAULIC ENGINEERING
    • E02B17/00—Artificial islands mounted on piles or like supports, e.g. platforms on raisable legs or offshore constructions; Construction methods therefor
    • E02B17/0017—Means for protecting offshore constructions
    • E02B17/0021—Means for protecting offshore constructions against ice-loads
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02B—HYDRAULIC ENGINEERING
    • E02B17/00—Artificial islands mounted on piles or like supports, e.g. platforms on raisable legs or offshore constructions; Construction methods therefor
    • E02B2017/0056—Platforms with supporting legs
    • E02B2017/0069—Gravity structures

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  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Revetment (AREA)

Abstract

내용 없음No content

Description

극한지방 근해에 사용되는 보강콘크리트 벽구조Reinforced concrete wall structure used in the offshore area

본 내용은 요부공개 건이므로 전문내용을 수록하지 않았음As this is a public information case, the full text was not included.

제1도는 이동가능한 생산플랫폼이나 굴착플랙품과 같은 극한지방에 사용되는 본발명 벽구조의 사용예도.1 is an example of the use of the present invention wall structure used in extreme regions, such as movable production platforms and excavation flags.

제2도는 제1도와 같은 플랫폼에 관련하여 사용되는 본 발명의 실린더형 혹은 원추형 실시예 단면도.2 is a cross-sectional view of a cylindrical or conical embodiment of the present invention used in connection with a platform such as FIG.

제3도는 여러 방향으로 굴곡되어 있는 본 발명 벽구조의 사시도.3 is a perspective view of a wall structure of the present invention that is bent in various directions.

제4도는 복합구조의 강도를 증대시키는 부착시설을 구비한 본 발명 벽구조에 관련하여 사용되는 강철편의 단면도.4 is a cross-sectional view of a steel piece used in connection with the wall structure of the present invention with an attachment to increase the strength of the composite structure.

제5도는 본 발명의 벽구조의 예시도.5 is an exemplary view of a wall structure of the present invention.

제6도는 본 발명 벽구조의 다른 예시도.6 is another exemplary view of the wall structure of the present invention.

Claims (14)

구조물의 외부표면이 침식작용에 노출되는 근해 주조물의 보강콘크리트 벽구조에 있어서, 본 벽구조가 콘크리트(30)와 같은 캐스팅요소 및 일련의 강편(20)으로 구성되는 보강요소로 구성되어 있으며, 본 벽구조의 보강요소가 일련의 강철편(20)이 부착된 밀폐판(50)으로 구성되며, 벽구조의 밀폐면(24)을 형성하는 상기 강철편(20)과 상기 강철편(50)은 보강요소 및 주형의 역할을 하는 상자형 외피구조를 형성하는 것을 특징으로 하는 극한지방 근해에 사용되는 보강콘크리트 벽구조.In the reinforced concrete wall structure of the offshore casting where the outer surface of the structure is exposed to erosion, the main wall structure is composed of a reinforcing element composed of a casting element such as concrete 30 and a series of steel pieces 20. The reinforcing element is composed of a sealing plate 50 to which a series of steel pieces 20 are attached, and the steel pieces 20 and the steel pieces 50 forming the sealing surface 24 of the wall structure are reinforcing elements and molds. Reinforced concrete wall structure used in the extreme offshore water, characterized in that to form a box-like shell structure that serves as. 제1항에 있어서, 본 벽구조의 상기 강철편(20)의 내부플랜지(22)가 연속밀폐판(50)에 용접되어 부착됨을 특징으로 하는 극한지방 근해에 사용되는 보강콘크리트 벽구조.The reinforced concrete wall structure according to claim 1, wherein the inner flange (22) of the steel piece (20) of the present wall structure is welded and attached to the continuous sealing plate (50). 제1항 및 2항에 있어서, 상기 연속밀폐판(50)이 침식작용에 대항하는 본 벽구조의 외부표면(25)의 역할을 하는 것을 특징으로 하는 극한비지방 근해에 사용되는 보강콘크리트 벽구조.The reinforced concrete wall structure according to claim 1 or 2, characterized in that the continuous sealing plate (50) serves as an outer surface (25) of the present wall structure against erosion. 제1 및 2항에 있어서, 상기 강철편(20)의 일련의 외부플랜지(21)가 침식작용과 외부의 압력에 저항하는 내부밀폐면(24)을 형성하는 것을 특징으로 하는 극한지방 근해에 사용되는 보강콘크리트 벽구조.3. The use according to claim 1 or 2, characterized in that the series of outer flanges 21 of the steel piece 20 forms an inner sealing surface 24 that resists erosion and external pressure. Reinforced concrete wall structure. 제1-4항에 있어서, 벽구조의 두께방향으로 상당한 크기의 치수를 구비하는 강철편(20)의 내부 플랜지(22)가 본 벽구조에 인장강도를 부여하는 것을 특징으로 하는 극한지방 근해에 사용되는 보강 콘크리트 벽구조.5. The inner flange 22 of the steel piece 20, having dimensions of considerable size in the thickness direction of the wall structure, is used for extreme local waters, characterized in that it gives tensile strength to the wall structure. Reinforced concrete wall structure. 제1-5항에 있어서, 강철편의 형상은 L자형으로 벽구조의 평면에 평행하게 다수 존재하며 이들 강철편(20)의 외부플랜지(21)는 침식작용에 대항하는 벽구조의 밀폐면을 형성하는 것을 특징으로 하는 극한 지방 근해에 사용되는 보강콘크리트 벽구조.The steel pieces are formed in a L-shape in parallel to the plane of the wall structure, and the outer flanges 21 of these steel pieces 20 form a sealing surface of the wall structure against erosion. Reinforced concrete wall structure used for extreme local waters. 제6 및 7항에 있어서, L자형 강철편(20)의 내부플랜지(22)가 전벽구조를 통해 두께방향으로 연장됨을 특징으로 하는 극한지방 근해에 사용되는 보강콘크리트 벽구조.8. Reinforced concrete wall structure according to claim 6 or 7, characterized in that the inner flange (22) of the L-shaped steel piece (20) extends in the thickness direction through the front wall structure. 제6 및 7항에 있어서, 강철편(20)의 외부플랜지(21')가 부분적으로 중복됨(제6도)을 특징으로 하는 극한지방 근해에 사용되는 보강콘크리트 벽구조.8. Reinforced concrete wall structure according to claim 6 or 7, characterized in that the outer flange (21 ') of the steel piece (20) is partially overlapped (FIG. 6). 제1-9항에 있어서, 상기 강철편(20)에는 개구(23,26,28,31,35) 및 돌출부(29,32,33,34,36)가 설비되어 보강재와 케스팅재 사이의 부착성을 증가시켜 소정의 강도를 구비한 복합구조물을 코산함을 특징으로 하는 극한지방 근해에 사용되는 보강콘크리트 벽구조.10. The steel piece (20) is provided with openings (23, 26, 28, 31, 35) and protrusions (29, 32, 33, 34, 36) for attachment between the reinforcement and the casting material. Reinforced concrete wall structure used for extreme local waters, characterized by increasing the properties of the complex structure having a predetermined strength. 제10항에 있어서, 강철편(20)에 내부플랜지(22)에는 개구 및 일단의 돌출부(29,32,36)가 형성되어 있음을 특징으로 하는 극한지방 근해에 사용되는 보강콘크리트 벽구조.11. The reinforced concrete wall structure of claim 10, wherein the inner flange (22) of the steel piece (20) is formed with an opening and one end of the protrusion (29, 32, 36). 제10항에 있어서, 강철편의 내부(22) 혹은 외부플랜지(21)에는 부착용 로드(33)가 형성되어 있어서 이것은 보강요소 및 캐스팅요소 사이의 부착용 돌출부 역할을 하며 부분적으로 본 벽구조의 보강재역할을 함을 특징으로 하는 극한지방 근해에 사용되는 보강콘크리트 벽구조.The inner rod 22 or the outer flange 21 of the steel piece is provided with an attachment rod 33, which serves as an attachment protrusion between the reinforcing element and the casting element and partially serves as a reinforcing material of the present wall structure. Reinforced concrete wall structure used in extreme waters, characterized in that. 제10,11,12항중 하나에 있어서, 본 벽구조의 제조공정이 일단의 강철편(20)이 상기 밀폐판(50)에 용접되어 벌집형상의 외피구조가 형성되고 이곳에 콘크리트와 같은 케스팅요소가 주입됨을 특징으로 하는 본 벽구조의 제조공정.According to one of the claims 10, 11, 12, in the manufacturing process of the wall structure, one end of the steel piece (20) is welded to the sealing plate 50 to form a honeycomb shell structure, where the casting element such as concrete Process of manufacturing the present wall structure, characterized in that the injection. 제13항에 있어서, 콘크리트 캐스팅 단계가 본 기술분야에서 알려져 있는 호스필링 공정을 사용하여 주형역할을 하는 외피구조 내부로 실시됨을 특징으로 하는 본 벽구조의 제조공정.14. The process of claim 13, wherein the concrete casting step is carried out into a shell structure acting as a mold using a hose peeling process known in the art. 제1-14항에 있어서, 본 벽구조의 용도 및 공정의 용도가 굴착플랫폼, 생산플랫폼, 인공섬, 조력발전소, 도크구조물 및 댐구조물과 같은 근해 구조물임을 특징으로 하는 벽구조의 용도 및 공정의 용도.15. The use and process of a wall structure according to claim 1 to 14, wherein the use and process of the wall structure is an offshore structure such as an excavation platform, a production platform, an artificial island, a tidal power plant, a dock structure and a dam structure. ※ 참고사항 : 최초출원 내용에 의하여 공개하는 것임.※ Note: The disclosure is based on the initial application.
KR1019840003906A 1983-07-06 1984-07-05 Reinforced concrete wall structure used in the offshore area KR850001353A (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
FI83-2482 1983-07-06
FI832482A FI68878C (en) 1983-07-06 1983-07-06 VAEGGKONSTRUKTION AV STAOLBETONG FOER ANVAENDNING SPECIELLT I FF-SHORE-KONSTRUKTIONER I ARKTISKA FOERHAOLLANDEN

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KR850001353A true KR850001353A (en) 1985-03-18

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KR1019840003906A KR850001353A (en) 1983-07-06 1984-07-05 Reinforced concrete wall structure used in the offshore area

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JP (1) JPS6037321A (en)
KR (1) KR850001353A (en)
FI (1) FI68878C (en)

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS61164331U (en) * 1985-03-28 1986-10-11
SE447141B (en) * 1985-04-24 1986-10-27 Hans Georgii OFFSHORE ANLEGGNING
JPS63282809A (en) * 1987-05-15 1988-11-18 Kubota Ltd Elevation control device for working machine
JP3012203U (en) * 1994-11-15 1995-06-13 有限会社ホタール Health appliances

Also Published As

Publication number Publication date
FI832482L (en) 1985-01-07
FI68878B (en) 1985-07-31
FI68878C (en) 1986-12-03
JPS6037321A (en) 1985-02-26
FI832482A0 (en) 1983-07-06

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