KR20030093386A - The light's wharf structure for ship endlong contact - Google Patents

The light's wharf structure for ship endlong contact Download PDF

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Publication number
KR20030093386A
KR20030093386A KR1020020029775A KR20020029775A KR20030093386A KR 20030093386 A KR20030093386 A KR 20030093386A KR 1020020029775 A KR1020020029775 A KR 1020020029775A KR 20020029775 A KR20020029775 A KR 20020029775A KR 20030093386 A KR20030093386 A KR 20030093386A
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South Korea
Prior art keywords
hollow block
block
ship
protrusion
cap concrete
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KR1020020029775A
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Korean (ko)
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KR100529821B1 (en
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원 회 양
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원 회 양
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Publication of KR100529821B1 publication Critical patent/KR100529821B1/en

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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
    • E02B3/12—Revetment of banks, dams, watercourses, or the like, e.g. the sea-floor
    • E02B3/14—Preformed blocks or slabs for forming essentially continuous surfaces; Arrangements thereof
    • 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
    • E02B17/003—Fenders
    • 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
    • E02B3/20—Equipment for shipping on coasts, in harbours or on other fixed marine structures, e.g. bollards
    • E02B3/26—Fenders

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  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Ocean & Marine Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Environmental & Geological Engineering (AREA)
  • Ship Loading And Unloading (AREA)
  • Revetment (AREA)

Abstract

PURPOSE: A structure of a wharf is provided to bring a ship alongside the pier safely. CONSTITUTION: The structure of a wharf(1) for bringing a ship alongside the pier comprises the steps of piling up hollow blocks(10) on the riprap foundation(12) formed on the seabed, then filling up with ripraps(11a), installing projected blocks on a front wall(14) close to seawater of each hollow block(10), forming a diamond-shaped projection(21) to be same as the plane shape of cap concrete(20) placed on the uppermost end of the hollow block(10), the hollow block(10) and the projected block, installing a fender pile(22) made of rubber materials on the projection(21), and fixing a mooring post(23) on the top of the cap concrete(20) to place cap concrete(20) on the uppermost hollow block(10).

Description

선박 종접안 전용 물양장 구조 {The light's wharf structure for ship endlong contact}Dedicated watercraft structure {The light's wharf structure for ship endlong contact}

본 발명은 선박접안시설의 하나인 물양장의 구조에 대한 발명으로써 물양장이란 소형선박이 접안하는 부두를 말하는 바, 어선, 관광유람선, 소형 화물선 등이 접안하여 사람의 승하선 및 화물의 선적,하역 등을 수행하게 되며, 이 때 물양장에접안하는 모든 선박은 물양장의 길이 방향으로 선박의 측면을 접안하는 횡접안을 원칙으로 하게 되어 있다.The present invention relates to a structure of a water dock, which is one of the vessel docking facilities, which refers to a pier to which a small ship docks. In this case, all vessels docked to the boat are to be lateral docked to the side of the ship in the longitudinal direction of the boat.

종래 물양장(1)에 접안하는 선박(2)은 첨부한 도면 도 1에 도시한 바와 같이 다수개의 콘크리트 괴(塊)상의 단위블럭(3)이 필요한 높이로 적층 조적되되 적층된 단위블럭(3)들의 바다에 접하는 면이 수직면(4)으로 되고 최상단에 고무재, 목재 등의 방현재(5)(fender)가 돌설되어 있는 구조로 되어 있어, 선박(2)은 물양장(1)의 수직면(4)과 나란하게 횡접안을 하게 되지만 그러나 어선 등은 잠시 접안하고 이안하는데 편리하다는 이유로 안전을 무시하고 종접안을 하는 경우가 많고 따라서 승객이 승하선하거나 화물의 선적, 하역 등의 작업시에는 매우 협소한 구조로 되어 있는 선수를 통하여 이루어지므로 접안상태가 안정되지 못하고 선박의 요동이 심하여 승객의 승하선 범위가 매우 협소하므로 불편이 따르게 된다.The vessel (2) docked in the conventional water tank (1) is stacked and laminated to the required height unit blocks (3) on a plurality of concrete ingots as shown in Figure 1 attached to the stacked unit blocks (3) The surface which faces the sea of the field becomes the vertical surface 4, and the fender of rubber material, wood, etc. (fender) protrudes in the upper end, and the ship 2 is the vertical surface (4) of the water tank 1 Side-by-side with the ship), but fishing boats, etc. are often moored for safety while ignoring safety because they are convenient for docking and berthing for a while. Therefore, it is very narrow when passengers get on or off, load or unload cargo. Since it is made through the structured athletes, the docking state is not stable and the ship's fluctuations are so severe that the boarding and disembarkation range of the passengers is very narrow.

따라서 짧은 접안시에 편리한 종접안을 하면서도 승객의 승,하선 또는 화물의 선적,하역의 작업범위가 보다 넓게 확보될 수 있는 물양장의 구조가 요구되고 있는 실정이다.Therefore, there is a need for a structure of a water cage that can secure a wider working range of passengers on boarding, discharging, or loading and unloading while making convenient berthing at short berthing.

도 1은 종래 물양장 단면도1 is a cross-sectional view of a conventional water dresser

도 2는 본 발명상으로 실시되는 선박 종접안 전용 물양장의 부분 사시도Figure 2 is a partial perspective view of the marine longitudinal dock dedicated to practice the present invention

도 3은 도 2에서의 A-A´선단면도3 is a cross-sectional view taken along line A-A 'of FIG.

도 4는 본 발명상으로 실시되는 선박 종접안 전용 물양장의 부분 평면도로써 선박이 종접안되어 있는 상태예시평면도Figure 4 is a partial plan view of the water port dedicated for ship longitudinals implemented in accordance with the present invention the state example of the state in which the vessel is in the eye

<도면의 주요부분에 대한 부호 설명><Description of Signs of Major Parts of Drawings>

1.물양장 2.선박 3.단위블럭 4.수직면 10.중공블럭 11,11a,11b.사석1. Water lift 2. Ship 3. Unit block 4. Vertical plane 10. Hollow block 11, 11a, 11b.

12.기초단 13.해수 14.전면벽 15.공간부 16.돌출블럭 20.캡콘크리트12.Basic stage 13.Sea water 14.Front wall 15.Space part 16.Extrusion block 20.Cap concrete

21.돌출부 5,22.방현재 23.계선주 W.단위구조체21. Projection part 5, 22 Fender 23. Mooring line W. Unit structure

본 발명은 소형선박이 현실적으로 종접안을 하고 있는 현실을 감안하여 종접안이 보다 편리하고 안전하게 이루어질 수 있도록 하고자 안출한 발명으로써, 이를 첨부한 도면에 의거하여 상술하면 다음과 같다.The present invention has been made in view of the reality that the small vessel is actually in the eyepiece, and the invention is made to make the eyepiece more convenient and safe, as described in detail based on the accompanying drawings.

해저면 상면에 소정높이와 폭으로 되는 사석(11)기초단(12)상면에 소정크기의 가로,세로,높이로 되는 기존의 중공블럭(10)을 다수단 상,하,좌,우로 조적하고 그 내부에 사석(11a)을 체움하되,On the upper surface of the sea floor, the existing hollow block 10 having a predetermined size, width, length, and height is formed on the upper surface of the sandstone 11 having the predetermined height and width. Inside the seat (11a),

이 각 중공블럭(10)의 해수(13)가 접하는 전면벽(14)에 높이는 중공블럭(10)높이와 동일하고 내부가 공간부(15)로 되며 내부에 사석(11b)을 충전하는 마름모형태의 상하가 개통된 돌출블럭(16)을 일체로 연결설치하고 이러한 다수단으로 적층된 중공블럭(10) 최상단에 거치되는 캡콘크리트(20) 또한 중공블럭(10)과 돌출블럭(16)의 평면형태와 동일하게 전면에 마름모형태의 돌출부(21)를 형성하여 이 돌출부(21)에 고무재 등으로 되는 소정폭과 두께의 방현재(22)를 착설하며 이러한 캡콘크리트(20)상면에 계선주(23)을 돌출고정하여 캡콘크리트(20)를 최상단 중공블럭(10)상면에 적층조적하므로써 물양장(1)을 구성하는 하나의 단위구조체(W)가 되게 하여 이러한 단위구조체(W)를 필요한 길이만큼 연결설치하여 본 발명상으로 실시구성되는 물양장(1)을 구축한다.The height of the hollow block 10 is the same as the height of the hollow block 10, the interior of the space portion 15, the inside of the hollow block 10 is filled with a sandstone (11b) filling the inside of the hollow block (10) The cap concrete 20 mounted on the top of the hollow block 10 stacked in such a plurality of stages is integrally connected and installed by the protrusion block 16 having the upper and lower sides of the hollow block 10 and the plane of the protrusion block 16. In the same manner as the shape, a rhombus-shaped protrusion 21 is formed on the front surface, and a fender 22 having a predetermined width and thickness made of a rubber material or the like is installed on the protrusion 21, and a mooring circumference is formed on the upper surface of the cap concrete 20. 23) by protruding and fixing the cap concrete 20 to be laminated on the uppermost hollow block 10 to form a unit structure (W) constituting the water tank (1) to make such a unit structure (W) by the required length Connected installations to build a water cabinet (1) configured in accordance with the present invention.

상기와 같이 구성된 본 발명상으로 실시되는 물양장(1)은 각 중공블럭(10)과 캡콘크리트(20)전면에 구비된 마름모 형태의 돌출블럭(16)과 돌출부(21)가 돌설되어 있어 이 돌출블럭(16)과 돌출부(21)의 사이사이에 형성되는 공간부(30) 또한 마름모 형태의 벽체를 형성하므로 선박(2)의 선수(뱃머리)가 종방향으로 깊숙히 진입하여 접안할 수 있어, 화물의 선적 또는 하역 및 사람의 승선,하선하는 통로가 매우 여유롭게 확보되므로 선박이 종접안을 하더라도 안전하게 접안할 수 있는 효과가 있다.The water dresser 1 implemented according to the present invention configured as described above is provided with a protrusion block 16 and a protrusion 21 having a rhombus shape provided on the front surface of each hollow block 10 and the cap concrete 20. Since the space part 30 formed between the block 16 and the protrusion part 21 also forms a rhombus-shaped wall, the bow (head) of the ship 2 can enter deeply in the longitudinal direction and berth the cargo. The passage for loading or unloading and unloading and unloading of people is secured very easily, so there is an effect that can be safely docked even if the ship is in the dock.

Claims (1)

소형선박의 선수가 진입되는 종접안을 할 수 있도록 하는 물양장(1)의 구조를 구성함에 있어서 해저면(10)에 구비되는 사석(11)기초단(12)상면에 소정크기의 가로,세로,높이로 되는 중공블럭(10)을 다수단 상,하,좌,우로 조적하고 그 내부에 사석(11a)을 체움하되,In constructing the structure of the water booth 1 for allowing a small vessel's athlete to enter the berth, the width and length of a predetermined size are provided on the upper surface of the base 11 of the sandstone 11 provided on the sea bottom 10. While the hollow block 10 to be the height of the manifold up, down, left and right, and the dead stone (11a) in the inside, 이 각 중공블럭(10)의 해수(13)가 접하는 전면벽(14)에 높이는 중공블럭(10)높이와 동일하고 내부가 공간부(15)로 되며 내부에 사석(11b)을 충전하는 마름모형태의 상하가 개통된 돌출블럭(16)을 일체로 연결설치하고 이러한 다수단으로 적층된 중공블럭(10) 최상단에 거치되는 캡콘크리트(20) 또한 중공블럭(10)과 돌출블럭(16)의 평면형태와 동일하게 전면에 마름모 형태의 돌출부(21)를 형성하여 이 돌출부(21)에 고무재 등으로 되는 소정폭과 두께의 방현재(22)를 착설하며 이러한 캡콘크리트(20)상면에 계선주(23)을 돌출고정하여 캡콘크리트(20)를 최상단 중공블럭(10)상면에 적층조적하므로써 물양장(1)을 구성하는 하나의 단위구조체(W)가 되게 하여 이러한 단위구조체(W)를 필요한 길이만큼 연결설치하여서됨을 특징으로하는 선박 종접안 전용 물양장 구조.The height of the hollow block 10 is the same as the height of the hollow block 10, the interior of the space portion 15, the inside of the hollow block 10 is filled with a sandstone (11b) filling the inside of the hollow block (10) The cap concrete 20 mounted on the top of the hollow block 10 stacked in such a plurality of stages is integrally connected and installed by the protrusion block 16 having the upper and lower sides of the hollow block 10 and the plane of the protrusion block 16. In the same manner as the shape, a rhombus-shaped protrusion 21 is formed on the front surface, and a fender 22 having a predetermined width and thickness made of a rubber material or the like is installed on the protrusion 21, and a mooring line ( 23) by protruding and fixing the cap concrete 20 to be laminated on the uppermost hollow block 10 to form a unit structure (W) constituting the water tank (1) to make such a unit structure (W) by the required length A water tank structure for exclusive use of the ship's longitudinal dock, characterized in that it is connected and installed.
KR10-2002-0029775A 2002-05-29 2002-05-29 The light's wharf structure for ship endlong contact KR100529821B1 (en)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100871459B1 (en) 2008-07-08 2008-12-03 주식회사 한라엠에스 Bitt with a luminary
CN113338225A (en) * 2021-06-10 2021-09-03 福州大学 Overwater foundation column impact damage reduction device based on cold pressing principle and assembling method

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100871459B1 (en) 2008-07-08 2008-12-03 주식회사 한라엠에스 Bitt with a luminary
CN113338225A (en) * 2021-06-10 2021-09-03 福州大学 Overwater foundation column impact damage reduction device based on cold pressing principle and assembling method

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