KR20080107144A - Ship comesalongside the pier - Google Patents

Ship comesalongside the pier Download PDF

Info

Publication number
KR20080107144A
KR20080107144A KR1020070055102A KR20070055102A KR20080107144A KR 20080107144 A KR20080107144 A KR 20080107144A KR 1020070055102 A KR1020070055102 A KR 1020070055102A KR 20070055102 A KR20070055102 A KR 20070055102A KR 20080107144 A KR20080107144 A KR 20080107144A
Authority
KR
South Korea
Prior art keywords
column
pillar
ship
bottom plate
rear wall
Prior art date
Application number
KR1020070055102A
Other languages
Korean (ko)
Inventor
원 회 양
Original Assignee
원 회 양
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.)
Filing date
Publication date
Application filed by 원 회 양 filed Critical 원 회 양
Priority to KR1020070055102A priority Critical patent/KR20080107144A/en
Publication of KR20080107144A publication Critical patent/KR20080107144A/en

Links

Images

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
    • E02B3/066—Quays
    • 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

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)
  • Revetment (AREA)

Abstract

A ship berthing system is provided to secure structural stability, to shorten a period of construction, to minimize reflected waves by absorbing waves occurring in the harbor, to keep stability when bringing a ship alongside the pier, and to cut down on the cost of construction. A ship berthing system includes a flowing water chamber(30) formed between a column and a column by connecting and fixing the upper parts of a column(20) and a column erected on a bottom plate(10) in a square, a water discharge hole(31) on the front of the column and the column, and cap concrete(60) formed on an upper beam of the column and provided with a projection to be coupled to the flowing water chamber.

Description

골조식 선박 접안시설{ship comesalongside the pier}Framed ship berth {ship comesalongside the pier}

도 1 및 도 2는 종래 선박 접안시설의 측단면 예시도1 and 2 is a side cross-sectional view of a conventional vessel eyepiece facility

도 3은 본 발명에 따른 선박 접안시설의 사시도Figure 3 is a perspective view of the ship eyepiece facility according to the invention

도 4는 도 3의 선박 접안시설이 설치된 상태의 측단면 예시도Figure 4 is a side cross-sectional view of the ship eyepiece installation state of Figure 3

도 5는 도 3의 선박 접안시설에서 통수공을 상하 분리 구획한 상태의 사시도Figure 5 is a perspective view of a state divided up and down the water hole in the ship eyepiece facility of Figure 3

도 6은 도 5의 선박 접안시설이 설치된 상태의 측단면 예시도Figure 6 is a side cross-sectional view of the ship eyepiece installation state of Figure 5 installed

도 7은 본 발명의 다른 실시예에 따른 선박 접안시설의 사시도Figure 7 is a perspective view of the ship eyepiece facility according to another embodiment of the present invention

도 8은 도 7의 선박 접안시설이 설치된 상태의 측단면 예시도Figure 8 is a side cross-sectional view of the ship eyepiece installation state of Figure 7 installed

도 9는 도 7의 선박 접안시설에서 통수공을 상하 분리 구획한 상태의 사시도FIG. 9 is a perspective view of a state in which a water hole is divided up and down in the ship's eyepiece facility of FIG. 7; FIG.

도 10은 도 9의 선박 접안시설이 설치된 상태의 측단면 예시도Figure 10 is a side cross-sectional view of the ship eyepiece installation state of Figure 9 installed

<도면의 주요부분에 대한 부호설명><Code Description of Main Parts of Drawing>

10 : 바닥판 20 : 기둥10: bottom plate 20: pillar

21 : 전면벽체 22 : 측면벽체21: front wall 22: side wall

23 : 배면벽체 30 : 유수실23: rear wall 30: running water room

31 : 통수구 32 : 하부통수구31: water outlet 32: lower water outlet

33 : 연통공 40 : 후면부벽33: communication hole 40: rear wall

50 : 사석채움 케이슨박스 60 : 캡콘크리트50: filled stone caisson box 60: cap concrete

본 발명은 골조식 선박 접안시설에 관한 것으로서, 특히, 자중을 확보함으로써 소파기능은 물론 중력식 다단 거치에 따른 공정을 축소하고 공사비의 절감 및 공기의 단축이 가능한 선박 접안시설에 관한 발명이다.The present invention relates to a framed ship eyepiece, and more particularly, to a ship's eyepiece facility capable of reducing the process according to the multi-stage mounting of gravity as well as the sofa function by securing its own weight and reducing construction costs and air.

종래에는 콘크리트 블록을 조적 형식으로 다단으로 적재하고 그 위에 캡콘크리트를 타설하는 중력식 구조로 시행되어 왔고, 현재도 시공경험이 풍부하여 가장 선호하는 공법으로 사용되고 있으며, 최근에는 선박의 대형화로 인해 케이슨 구조를 많이 사용하고 있다. 또한 연약층이 깊고 지반처리의 난제가 있는 지역에는 파일식 잔교 구조물을 사용하기도 한다.Conventionally, it has been implemented as a gravity type structure in which concrete blocks are stacked in multiple stages in the form of masonry and cast cap concrete on them, and it is still used as the most preferred method due to its rich experience in construction. I use a lot. Also, piled bridge structures are used in areas with deep soft layers and difficult soil treatment.

특히, 선박의 규모와 지반조건에 따라 구조 선택을 하게 되지만 일반적으로 대형 선박은 케이슨 구조가 주로 시행되고 있고, 중소형 선박 대상의 시설은 규모나 현장조건 및 시공성을 고려하여 다단 적재식 블록을 사용하고 있다.In particular, the structure is selected according to the size of the ship and the ground conditions, but in general, large ships have a caisson structure, and facilities for small and medium vessels use multi-stage stacking blocks in consideration of size, site conditions, and constructability. have.

그러나, 과거 장비수급에 따른 문제점과 예산의 소규모 집행 등으로 효율이 떨어져 블록식 시설을 사용하여 왔으며 현재는 예산의 규모나 장비의 현대화로 효율적 연구로 선택이 필요하고 경제성과 공기단축 장비의 수급원활 등 변화된 사회에 부응하는 구조적 개혁이 필요하다.However, due to the problems of equipment supply and demand and the small-scale execution of the budget, the efficiency of the block-type facility has been used. Currently, it is necessary to make an efficient study based on the size of the budget or the modernization of the equipment. In this way, structural reforms are needed to meet the changed society.

따라서, 본 발명은 선박 접안시설의 자중을 최대한 확보하여 구조적인 안정성을 확보하고 공기의 단축 및 항내에서 발생되는 파랑을 흡수하여 반사파를 최소화하여 선박 접안 시 안정성을 유지하고 공사비의 절감이 가능한 선박 접안시설을 제공함에 목적이 있다.Accordingly, the present invention secures structural stability by maximizing the weight of the ship's eyepiece facilities, and minimizes the reflected waves by absorbing the shortening of the air and the waves generated in the harbor to maintain stability when berthing the ship and reduce the construction cost The purpose is to provide facilities.

본 발명은 바닥판 위에 사각을 이루며 세워지는 기둥과 기둥의 상부를 보에 의해 연결고정되어 기둥과 기둥 사이에는 유수실이 형성되며, 상기 기둥과 기둥의 전면에는 통수구가 개방 형성되고, 측면에는 연통공이 개방 형성되며 배면은 배면벽체에 의해 차단되며, 상기 배면벽체의 상단에서 바닥판 후면측으로는 후면부벽이 경사지며 바닥판에 고정되되 후면측이 더 넓게 형성되며, 상기 기둥의 상부 보 위에는 유수실에 매입 결합되는 돌기가 형성된 캡콘크리트가 적층되도록 구성하여 상기와 같은 목적을 달성한다.The present invention is fixed by connecting the upper part of the pillars and the pillars are formed in a square on the bottom plate by the beam is formed between the pillars and pillars, the front and the front of the pillars and pillars are formed in the opening, The communication hole is opened and the rear surface is blocked by the rear wall, and the rear wall is inclined from the top of the rear wall to the rear side of the bottom plate, and is fixed to the bottom plate, and the rear side is formed wider, and the water flows on the upper beam of the pillar. The above object is achieved by configuring cap concrete formed with protrusions embedded in the yarn to be stacked.

또한, 본 발명의 다른 실시예로는 바닥판 위에 사각을 이루며 세워지는 기둥 과 기둥의 상부를 보에 의해 연결고정되어 기둥과 기둥 사이에는 유수실이 형성되며, 상기 기둥과 기둥의 전면에는 통수구가 개방 형성되고, 측면에는 연통공이 개방 형성되며 배면은 배면벽체에 의해 차단되며, 상기 배면벽체의 후면에는 사석채움 케이슨박스를 더 형성하고, 상기 기둥의 상부 보 위에는 유수실에 매입 결합되는 돌기가 형성된 캡콘크리트가 적층되도록 구성된다.In addition, in another embodiment of the present invention is fixed by connecting the upper part of the pillar and the pillars erected in a square on the bottom plate by a beam is formed between the pillars and the pillar, the front of the pillars and pillars Is formed open, the communication hole is formed in the open side and the rear surface is blocked by the rear wall, the rear wall of the rear wall further forms a caisson filling caisson box, the upper beam of the column is coupled to the projection to be embedded in the running room The formed cap concrete is configured to be stacked.

그리고, 본 발명의 상기 통수구는 상부 통수구와 하부 통수구로 구분되어 형성되며, 상기 상부 통수구는 상하로 길게 다수 형성되는 것도 바람직하다.In addition, the water passage of the present invention is formed by being divided into an upper water passage and a lower water passage, it is also preferable that the upper water passage is formed in a number of long vertically.

이하, 본 발명이 가장 바람직한 일 실시예의 구성을 첨부한 도면을 참조하여 상세히 설명하면 다음과 같다.Hereinafter, the present invention will be described in detail with reference to the accompanying drawings.

본 발명은 골조식으로 구성되나 구조형식상 중력식으로 전도를 예방할 수 있도록 최대한 자중을 확보하며, 특히 배면벽체 측에 케이슨박스를 구비하여 사석을 채움으로써 큰 파랑에도 견딜 수 있도록 하며, 조위차에 따른 전면부의 노출부에는 소파기능을 가지는 시설을 갖춘다.The present invention is composed of a frame structure, but in the form of gravity to ensure the maximum self-weight so as to prevent the fall, especially equipped with a caisson box on the rear wall side to withstand the big blue waves, according to the tide difference The exposed part of the front is equipped with a sofa function.

이를 보다 구체적으로 설명하면 간만의 차가 경미한 곳의 접안시설로써 기초 사석마운드(G)의 위에 블럭을 거치하는 바, 상기 블럭은 도 3에 도시된 바와 같이 바닥판(10) 위에 서로 사각을 이루도록 일정한 간격으로 다수의 기둥(20)을 설치하 고, 기둥(20)의 상부에는 가로 및 세로로 보를 설치하여 기둥(20)과 기둥(20)을 연결 고정하고, 후단의 기둥(20) 사이는 배면벽체(23)로 차단함으로써 기둥(20)과 기둥(20) 사이에 유수실(30)이 형성되도록 한다. 이때, 상기 바닥판(10)의 후면은 기둥(20)보다 후단 외측으로 더 돌출되도록 형성한다.In more detail, as a docking facility where the difference in tidal light is installed, the block is mounted on the foundation stone mound (G), and the blocks are formed to form a square on the bottom plate 10 as shown in FIG. 3. A plurality of pillars 20 are installed at intervals, and beams are installed horizontally and vertically on the upper portion of the pillars 20 to connect and fix the pillars 20 and the pillars 20, and the rear side between the pillars 20 at the rear ends. By blocking with the wall 23, the oil and water chamber 30 is formed between the pillar 20 and the pillar 20. At this time, the rear surface of the bottom plate 10 is formed to protrude further to the outside rear end than the pillar (20).

또한, 기둥(20)과 기둥(20)의 전면 사이는 상하로 길게 개방하여 유수실(30)과 연통되는 통수구(31)를 관통 형성하고, 측면 사이도 개방하여 연통공(33)을 유수실(30)과 연통되도록 한다. 특히, 상기 통수구(31)는 상측 보에서 하부 바닥판(10)까지 전체적으로 크게 형성하는 것도 바람직하나, 다수개로 구획하여 형성하는 것도 바람직하며, 더욱 바람직하게는 도 5에 도시된 바와 같이 상기 통수구(31)를 상부 일측에만 상부 통수구를 형성하고 하부에는 하부통수구(32)를 더 형성하는 것도 바람직하다.In addition, between the pillar 20 and the front surface of the pillar 20 is opened long vertically to penetrate through the water passages 31 communicated with the oil and water chamber 30, and also open between the sides to flow through the communication hole 33 Communicate with thread 30. In particular, the water outlet 31 is preferably formed as a whole larger from the upper beam to the lower bottom plate 10, it is also preferable to form a plurality of partitions, more preferably as shown in FIG. It is also preferable to form the upper water port 31 in the upper water port 31 only on the upper side and the lower water channel 32 in the lower portion.

상기 블럭의 배면벽체(23)에는 상단에서부터 점차 바닥판(10)의 후면측으로 경사지게 형성되는 후면부벽(40)을 구비하되, 하단부의 폭이 더 넓도록 형성함으로써 블럭의 후면에 채워지는 사석이 유출되지 않도록 한다.The rear wall 23 of the block is provided with a rear wall 40 is formed to be inclined toward the rear side of the bottom plate 10 gradually from the top, the bottom portion wider by forming a wider width of the block filled in the back of the block Do not

이때, 본 발명의 다른 실시예로는 도 8에서와 같이 상기 배면벽체(23) 뒤에 후면부벽(40) 대신 사석채움 케이슨박스(50)를 일체로 연설함으로써, 사석을 채워 견고성과 안정성을 향상시키는 것도 바람직하다.At this time, in another embodiment of the present invention by filling the stool filling caisson box 50 instead of the rear wall (40) behind the rear wall 23, as shown in Figure 8 to improve the firmness and stability It is also preferable.

또한, 전면에 형성된 통수구(31)는 상부와 하부로 구획하여 형성하거나, 상하부에 걸쳐 길게 형성하는 등 다양하게 형성할 수 있다.In addition, the water passage 31 formed on the front surface may be formed in various ways, such as formed by partitioning the upper portion and the lower portion, or formed long over the upper and lower portions.

그리고, 상측에는 상기 유수실(30)에 삽입되는 형태의 돌기(61)가 형성된 캡콘크리트(60)를 적층하여 견고히 결합하며, 전면 기둥(20)과 캡콘크리트(60)의 전면에는 선박의 충돌을 방지하기 위한 방충부(62)를 돌출 형성한다.In addition, the upper side is firmly laminated by stacking the cap concrete 60 formed with the projection 61 is inserted into the oil chamber 30, the front of the pillar 20 and the cap concrete 60, the collision of the ship Protruding from the insect repellent 62 for preventing.

따라서, 본 발명의 선박 접안시설을 연속 조립하여 설치하고, 배면벽체(23) 뒤에는 캡콘크리트(60) 높이까지 사석을 채워 견고성을 보강하게 되며, 후면부벽(40)이 형성된 경우에는 상기 후면부벽(40)이 사석 사이로 고정되어 견고성을 향상시키며, 배면벽체(23) 뒤에 사석채움 케이슨박스(50)가 연설된 경우에는 사석채움 케이슨박스(50) 내에도 사석이 채워지도록 함으로써 구조체의 중량을 높혀 견고성과 안정성을 향상시키게 된다.Therefore, the ship eyepiece facility of the present invention is continuously assembled and installed, the rear wall (23) behind the cap concrete 60 to fill the four seats to reinforce the firmness, if the rear wall 40 is formed in the rear wall ( 40) is fixed between the sandstones to improve the rigidity, if the stone filling caisson box 50 is behind the rear wall (23) is to be filled in the sandstone filling caisson box (50) so that the weight of the structure to increase the rigidity And stability.

이렇게 설치된 선박 접안시설에 파랑이 부딪치게 되면, 일부는 기둥(20)에 부딪치면서 소산되고, 일부는 통수구(31)를 통해 유수실(30)로 유입되어 약해지게 된다.When the blue waves hit the ship's eyepiece facility installed in this way, some are dissipated while hitting the pillar 20, and some are weakened by entering the water reservoir 30 through the water inlet (31).

이때, 하부에 하부통수구(32)가 더 형성된 경우에는 상부의 통수구(31)로 유 입된 파랑이 유수실(30)을 통해 다시 하부통수구(32)로 배출되기도 한다.At this time, when the lower passageway 32 is further formed in the lower portion, the blue water introduced into the upper passageway 31 may be discharged back to the lower passageway 32 through the water flow chamber 30.

따라서, 본 발명의 접안시설에 선박이 접안하게 되면, 먼저 선박이 방충부(62)에 부딪치면서 충격이 흡수되게 되며, 접안시설 주변에 발생하는 파랑은 소산되면서 안정성이 확보된다.Therefore, when the ship is docked to the eyepiece of the present invention, the impact is first absorbed while the ship hits the insect repellent 62, and the blue waves generated around the eyepiece is dissipated to ensure stability.

상기와 같이 본 발명은 파랑의 소산이 양호해 선박의 접안이 용이하고, 중력식 블록의 다단 거치에 따른 공정을 축소하고, 단일 구조체임에도 안정적이며 공사비의 절감 및 공기의 단축이 가능한 매우 경제적인 발명이다.As described above, the present invention is a very economical invention that is easy to berthing the ship due to the good dissipation of the blue, reduce the process according to the multi-stage mounting of the gravity block, stable even in a single structure, and can reduce the construction cost and shorten the air .

Claims (3)

바닥판 위에 사각을 이루며 세워지는 기둥과 기둥의 상부를 보에 의해 연결고정되어 기둥과 기둥 사이에는 유수실이 형성되며,The column and the upper part of the column, which are formed in a square on the bottom plate, are connected and fixed by beams, and a flowing room is formed between the column and the column. 상기 기둥과 기둥의 전면에는 통수구가 개방 형성되고, 측면에는 연통공이 개방 형성되며 배면은 배면벽체에 의해 차단되며,Opening port is formed in the front of the pillar and the pillar, the communication hole is formed in the open side and the rear surface is blocked by the rear wall, 상기 배면벽체의 상단에서 바닥판 후면측으로는 후면부벽이 경사지며 바닥판에 고정되되 후면측이 더 넓게 형성되며,The rear side wall is inclined from the top of the rear wall to the rear side of the bottom plate is fixed to the bottom plate, the rear side is formed wider, 상기 기둥의 상부 보 위에는 유수실에 매입 결합되는 돌기가 형성된 캡콘크리트가 적층되도록 구성되는 것을 특징으로 하는 골조식 선박 접안시설.Frame-type vessel eyepiece facility, characterized in that the cap concrete is formed on the upper beam of the pillar is formed to be a projection coupled to the oil chamber. 바닥판 위에 사각을 이루며 세워지는 기둥과 기둥의 상부를 보에 의해 연결고정되어 기둥과 기둥 사이에는 유수실이 형성되며,The column and the upper part of the column, which are formed in a square on the bottom plate, are connected and fixed by beams, and a flowing room is formed between the column and the column. 상기 기둥과 기둥의 전면에는 통수구가 개방 형성되고, 측면에는 연통공이 개방 형성되며 배면은 배면벽체에 의해 차단되며,Opening port is formed in the front of the pillar and the pillar, the communication hole is formed in the open side and the rear surface is blocked by the rear wall, 상기 배면벽체의 후면에는 사석채움 케이슨박스를 더 형성하고,On the rear of the rear wall further forms a cadence filling caisson box, 상기 기둥의 상부 보 위에는 유수실에 매입 결합되는 돌기가 형성된 캡콘크리트가 적층되도록 구성되는 것을 특징으로 하는 골조식 선박 접안시설.Frame-type vessel eyepiece facility, characterized in that the cap concrete is formed on the upper beam of the pillar is formed to be a projection coupled to the oil chamber. 제 1항 또는 제 2항에 있어서,The method according to claim 1 or 2, 상기 통수구는 상부 통수구와 하부 통수구로 구분되어 형성되며, 상기 상부 통수구는 상하로 길게 다수 형성되는 것을 특징으로 하는 골조식 선박 접안시설.The waterway is formed is divided into the upper waterway and the lower waterway, the upper waterway is framed ship eyepiece facility, characterized in that formed in a number of long vertically.
KR1020070055102A 2007-06-05 2007-06-05 Ship comesalongside the pier KR20080107144A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
KR1020070055102A KR20080107144A (en) 2007-06-05 2007-06-05 Ship comesalongside the pier

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
KR1020070055102A KR20080107144A (en) 2007-06-05 2007-06-05 Ship comesalongside the pier

Publications (1)

Publication Number Publication Date
KR20080107144A true KR20080107144A (en) 2008-12-10

Family

ID=40367566

Family Applications (1)

Application Number Title Priority Date Filing Date
KR1020070055102A KR20080107144A (en) 2007-06-05 2007-06-05 Ship comesalongside the pier

Country Status (1)

Country Link
KR (1) KR20080107144A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101362918B1 (en) * 2013-08-02 2014-02-12 주식회사 항도엔지니어링 Caisson with soil pressure dispersedand friction increased, and harbor facilities
CN105256784A (en) * 2015-11-03 2016-01-20 交通运输部天津水运工程科学研究所 U-shaped plate combination assembling type flow guide pier structure

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101362918B1 (en) * 2013-08-02 2014-02-12 주식회사 항도엔지니어링 Caisson with soil pressure dispersedand friction increased, and harbor facilities
CN105256784A (en) * 2015-11-03 2016-01-20 交通运输部天津水运工程科学研究所 U-shaped plate combination assembling type flow guide pier structure
CN105256784B (en) * 2015-11-03 2017-03-01 交通运输部天津水运工程科学研究所 The combination assembled water conservancy diversion pier structure of U-shaped plate

Similar Documents

Publication Publication Date Title
CN108824356B (en) Abnormal shape energy dissipation caisson and breakwater
RU2611917C2 (en) Breakwater and caisson breakwater unit
CN101321918A (en) Prefabricated breakwater
KR101073750B1 (en) Unit of breakwater and breakwater structure and installing method thereof
JP4866308B2 (en) Transmission type sea area control structure and construction method thereof
KR101168678B1 (en) Superstructure having many reflection block and breakwater, seawall using the same
KR20080107144A (en) Ship comesalongside the pier
JP2004204671A (en) Skeleton type breakwater
CN109537524A (en) A kind of anti-camber curtain wall type breakwater
KR100699700B1 (en) Structure of breast wall for river
TW201329315A (en) Breakwater with compound wave-absorbing chamber
KR20090021904A (en) A block for a breakwater
TWI457488B (en) A caudal - type breakwater with a circular arc
KR100906114B1 (en) Breakwater of wave dissipating block erect heap up type and method for constructing thereof
JP2013023874A (en) Breakwater water structure
KR100906113B1 (en) Breakwater using wave dissipating block
KR20120015481A (en) Cap-concrete of breakwater which has a removing wave
JPH0468107A (en) Breakwater structure
KR20110048834A (en) Block for fountain and breakwater having the same
CN109537523A (en) A kind of step type curtain wall type breakwater
KR102290352B1 (en) Wave dissipating block, perforated breakwater including wave dissipating block and construction method of perforated breakwater including the same
JP2010509520A (en) Wave-absorbing structure
KR101522923B1 (en) Versatile artificial marine structure
CN210459092U (en) Permeable breakwater
KR200330345Y1 (en) A vertical style overflow breakwater for seawater exchange

Legal Events

Date Code Title Description
A201 Request for examination
E902 Notification of reason for refusal
AMND Amendment
E601 Decision to refuse application
J201 Request for trial against refusal decision
AMND Amendment
B601 Maintenance of original decision after re-examination before a trial
E801 Decision on dismissal of amendment
J301 Trial decision

Free format text: TRIAL DECISION FOR APPEAL AGAINST DECISION TO DECLINE REFUSAL REQUESTED 20080929

Effective date: 20100325

J2X1 Appeal (before the patent court)

Free format text: APPEAL AGAINST DECISION TO DECLINE REFUSAL

J302 Written judgement (patent court)

Free format text: JUDGMENT (PATENT COURT) FOR APPEAL AGAINST DECISION TO DECLINE REFUSAL REQUESTED 20100519

Effective date: 20101125