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KR950011771A - Breakwater caisson - Google Patents

Breakwater caisson Download PDF

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Publication number
KR950011771A
KR950011771A KR1019930022735A KR930022735A KR950011771A KR 950011771 A KR950011771 A KR 950011771A KR 1019930022735 A KR1019930022735 A KR 1019930022735A KR 930022735 A KR930022735 A KR 930022735A KR 950011771 A KR950011771 A KR 950011771A
Authority
KR
South Korea
Prior art keywords
caisson
breakwater
arc
inlet
outlet
Prior art date
Application number
KR1019930022735A
Other languages
Korean (ko)
Other versions
KR970009830B1 (en
Inventor
이달수
전인식
박우선
오영민
Original Assignee
송원오
한국해양연구소
Priority date (The priority date 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 date listed.)
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Publication date
Application filed by 송원오, 한국해양연구소 filed Critical 송원오
Priority to KR1019930022735A priority Critical patent/KR970009830B1/en
Priority to GB9421276A priority patent/GB2283265B/en
Priority to TW083109901A priority patent/TW294739B/zh
Priority to JP28897594A priority patent/JP3300729B2/en
Publication of KR950011771A publication Critical patent/KR950011771A/en
Application granted granted Critical
Publication of KR970009830B1 publication Critical patent/KR970009830B1/en

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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
    • E02B3/06—Moles; Piers; Quays; Quay walls; Groynes; Breakwaters ; Wave dissipating walls; Quay equipment
    • E02B3/08—Structures of loose stones with or without piles
    • 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
    • Y02A10/00—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
    • Y02A10/11—Hard structures, e.g. dams, dykes or breakwaters

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  • 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

방파제 방파성능 및 항내 수질보전 기능을 향상시킬 수 있는 방파제 케이슨이 개시된다. 외해쪽의 케이슨 전면(前面)에 위치한 해수의 유입구와 케이슨 상면에 위치하고 유입구로부터 유입된 해수를 외해 방향으로 유출시킬 수 있는 유출구를 연결하면서 원호(圓弧) 형상을 갖는 수로 및 상기 원호형상의 수로의 후면벽에 유입구가 있고 상기 케이슨의 후면벽에 유출구가 있는 파이프 형상의 도수로를 내장하는 방파제 케이슨이 제공된다. 본 발명에 방파제 케이슨을 채용한 방파제는 월파를 감소시킴으로써 항내 수면 교란을 약화시켜 방파제의 방파성능이 향상되고, 전도에의 안정성이 향상되며, 분출 수괴의 미려함으로 인해 관광자원으로 활용될 수 있고, 조석 간만의 차가 크지 않는 해역에서 방파제를 통한 항내부진동을 야기시키지 않으면서도 항 내외의 수질 개선기능이 뛰어나다.Breakwater A breakwater caisson is disclosed that can improve breakwater performance and intra-water quality preservation. A channel having an arc shape and the arc-shaped channel connecting an inlet of seawater located on the front side of the caisson on the outer sea side and an outlet that is located on the top of the caisson and allows the seawater flowing out from the inlet to flow toward the open sea. There is provided a breakwater caisson having a pipe-shaped raceway with an inlet on the rear wall of the outlet and an outlet on the rear wall of the caisson. The breakwater employing the breakwater caisson in the present invention reduces the moon wave to weaken the sleep disturbance in the harbor to improve the breakwater performance of the breakwater, improve the stability to fall, and can be utilized as a tourist resource due to the beauty of the jet lump, It is excellent in water quality improvement inside and outside the harbor without causing the internal vibration through the breakwater in the sea where tidal tides are not big.

Description

방파제 케이슨Breakwater caisson

본 내용은 요부공개 건이므로 전문내용을 수록하지 않았음Since this is an open matter, no full text was included.

제1A도 내지 제1D도는 종래의 혼성 방파제 케이슨들의 단면도들로서, 제1A도는 케이슨을 통해 해수유통이 되지 않는 무공케이슨의 단면도이고, 제1B도는 일반적인 유공케이슨의 단면도이고, 제1C도는 해수의 유통이 가능한 유공케이슨의 단면도이고, 제1D도는 복수 수로 내장형 케이슨의 단면도이다.1A to 1D are cross-sectional views of conventional hybrid breakwater caissons, FIG. 1A is a cross-sectional view of a non-porous caisson without seawater distribution through the caisson, and FIG. 1B is a cross-sectional view of a general perforated caisson, and FIG. A cross sectional view of a possible hole caisson, and FIG. 1D is a cross sectional view of a plurality of channel-embedded caissons.

제2A도는 본 발명에 따른 케이슨을 설치한 방파제의 겨냥도이고, 제2B도는 본 발명의 일례에 다른 케이슨의 단면도이며, 제2C도는 본 발명의 따른 일례에 케이슨의 단면도이고, 제2D도는 본 발명의 또 다른 일례에 따른 케이슨의 단면도이다.FIG. 2A is a view showing a breakwater provided with a caisson according to the present invention, FIG. 2B is a sectional view of another caisson according to an example of the present invention, FIG. 2C is a sectional view of a caisson as an example according to the present invention, and FIG. 2D is a view of the present invention Another example is a sectional view of a caisson.

Claims (14)

외해쪽의 케이슨 전면(前面)에 해수의 유입구가 형성되어 있고, 케이슨 상면에 상기 유입구로부터 유입된 해수를 외해 방향으로 유출시킬 수 있는 유출구가 형성되어 있으며, 상기 유입구와 유출구를 연결하면서 원호(圓弧)형상을 갖는 수로를 케이슨의 종방향으로 하나이상 내장하고 있는 방파제 케이슨.An inlet for seawater is formed on the front side of the caisson on the outer sea side, and an outlet for discharging seawater introduced from the inlet in the outer sea direction is formed on the upper surface of the caisson, and an arc is formed while connecting the inlet and the outlet. Iii) Breakwater caisson containing one or more shaped channels in the longitudinal direction of the caisson. 제 1 항에 있어서, 상기 수로의 원호 형상은 곡률이 다른 두개 이상의 원호로 구성되는 것을 특징으로 하는 방파제 케이슨.The breakwater caisson according to claim 1, wherein the arc shape of the water channel is composed of two or more arcs having different curvatures. 제 1 항에 있어서, 상기 수로의 원호 형상은 다각형꼴 형상인 것을 특징으로 하는 방파제 케이슨.The breakwater caisson according to claim 1, wherein the arc shape of the water channel is a polygonal shape. 제 1 항에 있어서, 상기 원호수로의 원호형상은 원호수로의 일부는 하나 이상의 직선부를 갖고, 원로수로의 나머지 부분은 곡률이 서로 다른 하나 이상의 원호로 이루어지는 것을 특징으로 하는 방파제 케이슨.The breakwater caisson according to claim 1, wherein the arc shape of the arc channel has one or more straight portions, and the remaining portion of the arc channel consists of one or more arcs having different curvatures. 제 1 항에 있어서, 상기 원호수로의 원호형상은 원호수로의 유입구 혹은 유출구 부위는 하나 이상의 직선부로 이루어지고, 그외의 부분은 곡률이 서로 다른 하나 이상의 원호로 이루어지는 것을 특징으로 하는 방파제 케이슨.The breakwater caisson according to claim 1, wherein the arc shape of the arc channel includes at least one straight portion of the inlet or outlet portion of the arc channel, and the other portion is formed of at least one arc having different curvatures. 제 1 항에 있어서, 상기 원호형상의 수로 앞쪽의 상기 케이슨 전면부에는 내습 파랑을 반사시키기 위한 속채움된 부분이 더 형성되어 있는 것을 특징으로 하는 방파제 케이슨.The caisson breakwater caisson according to claim 1, wherein a stuffed portion for reflecting the moisture-resistant blue is further formed on the front surface of the caisson in front of the arc-shaped channel. 제 1 항에 있어서, 유출되는 해수가 연직 및 외해 방향으로 유출될 수 있도록 하기 위하여, 상기 원호 형상의 수로의 유출구에서 케이슨의 상면과 상기 수로의 후면벽이 이루는 각도인 해수 유출각도는 90°이하로 형성된 것을 특징으로 하는 방파제 케이슨.The seawater outflow angle of claim 1, wherein the outflow angle of the caisson at the outlet of the arc-shaped channel and the rear wall of the channel is 90 ° or less in order to allow the outflowing seawater to flow out in the vertical and external sea directions. Breakwater caisson, characterized in that formed as. 제 1 항에 있어서, 상기 원호형상의 수로의 유입구에서 상기 케이슨의 전면과 상기 수로의 저면이 이루는 각도인 해수 유입각도는 90°이상으로 형성된 것을 특징으로 하는 방파제 케이슨.The breakwater caisson according to claim 1, wherein the seawater inflow angle, which is an angle formed by the front surface of the caisson and the bottom surface of the water channel at the inlet of the arc-shaped channel, is formed to be 90 ° or more. 제 1 항에 있어서, 상기 원호형상의 수로의 유출구의 면적은 상기 유입구의 면적보다 더 작은 것을 특징으로 하는 방파제 케이슨.The breakwater caisson according to claim 1, wherein an area of an outlet of the arc-shaped channel is smaller than an area of the inlet. 제 1 항에 있어서, 상기 원호형상의 수로의 후면벽에 유입구가 있고 상기 케이슨의 후면벽에 유출구가 있는 파이프 형상을 갖는 도수로를 케이슨의 종방향으로 하나 이상 더 내장하는 것을 특징으로 하는 방파제 케이슨.The breakwater caisson according to claim 1, further comprising at least one waterway having a pipe shape having an inlet at a rear wall of the arc-shaped channel and an outlet at a rear wall of the caisson in the longitudinal direction of the caisson. 제10항에 있어서, 상기 파이프형상 도수로의 유출구의 면적이 유입구의 면적보다 큰 것을 특징으로 하는 방파제 케이슨.The breakwater caisson according to claim 10, wherein an area of an outlet of said pipe-shaped waterway is larger than an area of an inlet. 제10항에 있어서, 상기 파이프형상 도수로의 유입구는 상기 원호형상 수로 후면벽에서 연직 평면상으로 평균수면 혹은 바로 그 위아래의 위치에 형성된 것을 특징으로 하는 방파제 케이슨.The breakwater caisson according to claim 10, wherein the inlet of the pipe-shaped channel is formed at an average surface or just above or below the vertical plane on the rear wall of the arc-shaped channel. 제10항에 있어서, 상기 파이프형상 도수로의 유출구는 상기 케이슨의 후면벽에서 소형 선박의 홀수선 이하의 위치에 형성된 것을 특징으로 하는 방파제 케이슨.The breakwater caisson according to claim 10, wherein the outlet of the pipe-shaped raceway is formed at a position below the odd line of the small ship on the rear wall of the caisson. 케이슨에서 해수와 접촉이 되면서 외해쪽을 향한 벽면의 평균 해수면 부근에 위치하는 유입구와, 케이스의 내항쪽 후면벽이 소형선박의 홀수선 이하의 위치하는 유출구를 연결하면서, 파이프 형상을 갖는 도수로를 케이슨의 종방향으로 하나이상 내장하고 있는 방파제 케이슨.In the caisson, the inlet located near the average sea level of the wall facing the outer sea while contacting the seawater, and the rear wall of the inner port of the case connect the outlet located below the odd line of the small ship, Breakwater caisson with one or more in the longitudinal direction. ※ 참고사항 : 최초출원 내용에 의하여 공개하는 것임.※ Note: The disclosure is based on the initial application.
KR1019930022735A 1993-10-29 1993-10-29 Breakwaters cassion KR970009830B1 (en)

Priority Applications (4)

Application Number Priority Date Filing Date Title
KR1019930022735A KR970009830B1 (en) 1993-10-29 1993-10-29 Breakwaters cassion
GB9421276A GB2283265B (en) 1993-10-29 1994-10-21 Breakwater caisson
TW083109901A TW294739B (en) 1993-10-29 1994-10-26
JP28897594A JP3300729B2 (en) 1993-10-29 1994-10-28 Breakwater caisson

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
KR1019930022735A KR970009830B1 (en) 1993-10-29 1993-10-29 Breakwaters cassion

Publications (2)

Publication Number Publication Date
KR950011771A true KR950011771A (en) 1995-05-16
KR970009830B1 KR970009830B1 (en) 1997-06-18

Family

ID=19366903

Family Applications (1)

Application Number Title Priority Date Filing Date
KR1019930022735A KR970009830B1 (en) 1993-10-29 1993-10-29 Breakwaters cassion

Country Status (4)

Country Link
JP (1) JP3300729B2 (en)
KR (1) KR970009830B1 (en)
GB (1) GB2283265B (en)
TW (1) TW294739B (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100275262B1 (en) * 1998-03-03 2000-12-15 황해웅 The breakwater using the helmholtz's mesomerism to exechange sea water
KR20010069309A (en) * 2001-03-06 2001-07-25 고종수 Wave attenuation, bird communication and erosion prevention devices
KR100660012B1 (en) * 2006-09-08 2006-12-22 주식회사 유일종합기술단 Upright breakwater structure with seawater circulation and anti-overflow function

Families Citing this family (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB0023043D0 (en) * 2000-09-20 2000-11-01 Mackay Andrew H Wave powered energy generating device
KR100684072B1 (en) 2005-11-05 2007-02-16 김명길 Laminated prefabricated breakwater
US7470087B2 (en) 2007-01-22 2008-12-30 Bai-Chieng Liou Wave-dissipating block
GB2445945B (en) * 2007-01-27 2008-12-10 Bai-Cheng Liou Wave-dissipating block with turbine generator assembly
JP4832328B2 (en) * 2007-02-06 2011-12-07 中国電力株式会社 Wave-dissipating caisson and parapet used for wave-dissipating caisson
CN101144266B (en) * 2007-10-19 2010-06-02 罗固事 Tsunami protection dike
CN102041798B (en) * 2009-10-15 2013-02-13 赵彦杰 A series of anti-wave design for seaports or harbours
RU2459032C1 (en) * 2011-05-25 2012-08-20 Лев Николаевич Бурков Anti-tsunami device
KR101239353B1 (en) * 2011-07-21 2013-03-06 삼성중공업 주식회사 Floating structure
JP2013064393A (en) * 2011-09-13 2013-04-11 Minoru Kamiya Plate moving blade mechanism, power generation structure, and breakwater structure to generate electric power by using natural energy such as ocean current, tidal current, waves, river flow, wind power or the like
KR101270495B1 (en) * 2013-04-09 2013-06-03 주식회사 예담엔지니어링 Seawater flow type caisson

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4784521A (en) * 1987-02-03 1988-11-15 Martin David T Ocean diversion wall

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100275262B1 (en) * 1998-03-03 2000-12-15 황해웅 The breakwater using the helmholtz's mesomerism to exechange sea water
KR20010069309A (en) * 2001-03-06 2001-07-25 고종수 Wave attenuation, bird communication and erosion prevention devices
KR100660012B1 (en) * 2006-09-08 2006-12-22 주식회사 유일종합기술단 Upright breakwater structure with seawater circulation and anti-overflow function

Also Published As

Publication number Publication date
JP3300729B2 (en) 2002-07-08
TW294739B (en) 1997-01-01
KR970009830B1 (en) 1997-06-18
GB9421276D0 (en) 1994-12-07
GB2283265B (en) 1998-02-11
JPH07259045A (en) 1995-10-09
GB2283265A (en) 1995-05-03

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