KR19990025595U - Port docking facility with echo absorption structure - Google Patents
Port docking facility with echo absorption structure Download PDFInfo
- Publication number
- KR19990025595U KR19990025595U KR2019970038116U KR19970038116U KR19990025595U KR 19990025595 U KR19990025595 U KR 19990025595U KR 2019970038116 U KR2019970038116 U KR 2019970038116U KR 19970038116 U KR19970038116 U KR 19970038116U KR 19990025595 U KR19990025595 U KR 19990025595U
- Authority
- KR
- South Korea
- Prior art keywords
- wave
- ship
- facility
- breakwater
- eyepiece
- Prior art date
Links
- 238000010521 absorption reaction Methods 0.000 title claims description 3
- 238000003032 molecular docking Methods 0.000 title description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 10
- 239000013535 sea water Substances 0.000 claims description 3
- 230000003667 anti-reflective effect Effects 0.000 claims 1
- 230000000903 blocking effect Effects 0.000 abstract description 2
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical group [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 1
- 239000006096 absorbing agent Substances 0.000 description 1
- 238000004873 anchoring Methods 0.000 description 1
- 230000007423 decrease Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000035939 shock Effects 0.000 description 1
- 239000004575 stone Substances 0.000 description 1
- 230000003313 weakening effect Effects 0.000 description 1
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
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
통상 선박이 접안할 수 있도록 접안시설이 되어 있는 항구의 내항에는 외해로부터 끊임없이 밀려오는 파도를 차단하기 위하여 방파제를 축조하여 파랑을 막도록 하고 있으나 방파제와 방파제 사이의 선박 출입통로를 통하여 파도는 지속적으로 내항으로 밀려오고 이 파도는 접안시설과 방파제 사이에서 반사파를 생성시켜 정박중인 선박과 선박의 충돌을 야기시키거나 선박과 접안시설과 충돌하여 선박 및 시설물을 파손시키는 등의 문제점이 있어 이 반사파를 접안시설이 흡수소멸시킬 수 있도록 한 고안에 대한 것이다.Normally, the inner port of a port where the ship is docked to be docked with a berthing facility is constructed to break the wave by blocking the wave that is constantly coming from the open sea, but the wave continues to flow through the ship access passage between the breakwater and the breakwater. These waves are pushed into the inner port, and these waves generate reflected waves between the berth and the breakwater, causing them to collide with the moored ships or colliding with the ships and the berths, causing damage to the ships and facilities. It is about a design that allows the facility to absorb and dissipate.
Description
본 고안은 각종 선박이 입항하여 접안할 수 있도록 구축된 부두 접안시설분야로서 종래 부두의 선박이 내항에 정박할시 외해의 파도의 파력을 차단하여 항내에 정박중인 선박이 파랑에 의하여 불안정하게 진동하지 못하게 하기 위하여서는 선박의 접안시설로부터 일정한 거리를 이격시킨 위치에 방파제를 구축하여 외해로부터 끊임없이 가해지는 파도의 파랑을 차단하도록 하고 있다.The present invention is a field of pier berthing facilities that can be docked and docked by various vessels. When the vessels of the berth are anchored at the inner port, the wave of the offshore sea is blocked and the vessels anchored in the port do not vibrate unsteadily by the blue. To prevent this, a breakwater is constructed at a distance from the ship's berth to block the waves of waves from the sea.
외해로부터 가해지는 파랑을 방파제에 의하여 차단하므로서 파력을 약화시키도록 하고 있으나 방파제는 선박의 출입을 하기 위하여 방파제의 요소 요소에 선박의 출입구를 개방하여야 하므로 이 일정위치에 구비된 선박의 출입구를 통하여 비록 약화되기는 했으나 파력이 완전히 소멸되지 않은 파도가 계속 방파제와 접안시설사이에 가해지게 되어 여기서 반사파가 생성되게 되어 이 파랑이 정박중인 선박에 미치므로서 선박이 진동하여 접안시설과의 충돌 등이 일어나므로 이러한 반사파를 소멸시키기 위하여 본 고안을 안출하였다.Although the wave force is weakened by blocking the waves applied from the open sea by the breakwater, the breakwater must open the entrance of the ship to the element of the breakwater in order to enter and exit the ship. Waves, which have been weakened but not completely extinguished, continue to be applied between the breakwater and the docking facility, where the reflected waves are generated, and the blue waves propagate to the moored ship, causing the ship to vibrate and collide with the docking facility. The present invention has been devised to eliminate such reflected waves.
도 1은 본 고안의 개념을 나타내는 항내 접안시설의 종단면 개략도Figure 1 is a longitudinal cross-sectional schematic diagram of the harbor eyepiece showing the concept of the present invention
도 2는 도 1에서의 정면 개략도2 is a front schematic view in FIG.
도 3은 도 1에서의 종단면 확대도3 is an enlarged longitudinal section in FIG.
* 도면의 주요부분에 대한 부호의 설명* Explanation of symbols for main parts of the drawings
1 : 접안시설2 : 개선주1: eyepiece facility 2: triumph stock
3 : 충격완충수단4 : 요부3: shock absorber 4: main part
5 : 철부6 : 수면5: iron part 6: sleep
7,7a : 통수공8 : 정면외벽7,7a: water hole 8: front outer wall
9 : 이격부10 : 세로격벽9: spaced apart portion 10: vertical bulkhead
11 : 사석12 : 계합돌부11: stone seat 12: engagement protrusion
S : 중공블록S: hollow block
공지한 접안시설(1)을 구축함에 있어 상면에 개선주(2)가 돌설고정되고 정면에 충격완충수단(3)이 부착되는 통상의 접안시설(1) 하측에 정면에는 요부(4)와 철부(5)가 수면(6) 방향으로 상하로 다수줄 교번적으로 형성되게 한 정면 외벽(8)을 가지고 상하가 개방된 중공블록(S)을 적층하되 요부(4)가 철부(5)가 형성된 정면외벽(8)의 요부(4) 중앙에 첨부한 도 2에 도시한 바와 같이 비교적 직경이 큰 직경을 가진 해수통수공(7)이 다수개 길이방향으로 천설되게 하고 정면외벽(8)의 내측에 정면외벽(8)과 소정의 거리로 이격부(9)를 두고 세로 격벽(10)을 형성하되 이 세로 격벽(10)에는 정면외벽(8)의 요부(4)에 천설된 해수통수공(7)의 중심과 일치되는 위치에 통수공(7)보다 현저히 작은 직경의 통수공(7a)을 천설하여서 되는 구조의 중공블록(S)을 필요에 의하여 다수개 적층하도록 한다. 그리고 중공블록(S) 내부공간에는 통수공(7a)보다 큰 크기의 사석(11)을 충전한다. 그리고 중공블록(S)과 블록의 적층면에는 계합돌부(12)를 형성하므로서 중공블록과 블록이 서로 이탈하지 못하도록 하고 접안시설(1)과 방파제 사이에 생성되는 반사파(13)가 접안시설(1)의 중공블록(S)에 형성된 요부(4)와 철부(5)에 닿으면서 일차 파도의 파력을 약화시키고 파랑의 일부는 요부(4)에 천설된 통수공(7)을 통과하면서 이차로 파력이 감소되며 계속하여 통수공(7)보다 작은 직경의 통수공(7a)을 통과하면서 파력이 더욱더 현저히 약화되며 계속 약해진 파도는 중공블록(S)의 내부에 충전된 사석(11)과 사석의 공극에 흡수되면서 파력이 소멸되게 되므로서 항내 반사파를 소거시키게 된다. 또한, 통수공(7a)의 직경보다 큰 크기의 사석을 중공블록(S) 내부에 충전시키므로서 사석이 중공블록(S) 내부에서 이탈되지 않는다.In constructing the well-known eyepiece (1), the main part (1) and the concave part in front of the lower part of the conventional eyepiece (1) in which an improvement column (2) is fixedly fixed on the upper surface and an impact buffer means (3) is attached to the front surface. Stacked hollow blocks (S) having an open top and bottom with a front outer wall (8) in which (5) alternately formed up and down alternately in the water surface (6) direction, the recessed portion (4) is formed with the convex portion (5) As shown in FIG. 2 attached to the center of the recessed portion 4 of the front outer wall 8, a plurality of seawater hydraulic holes 7 having a relatively large diameter are laid in the longitudinal direction and the inner side of the front outer wall 8 A vertical bulkhead 10 is formed with a spaced portion 9 at a predetermined distance from the front outer wall 8, and the vertical bulkhead 10 is provided with a seawater hydraulic hole installed in the recessed part 4 of the front outer wall 8. 7) A plurality of hollow blocks (S) having a structure formed by laying a water hole (7a) of a significantly smaller diameter than the water hole (7) at a position coinciding with the center of the To be stacked. And the hollow block (S) is filled in the inner space 11 of a larger size than the water passage (7a). And the hollow block (S) and the laminated surface of the block forming the engaging projections (12) to prevent the hollow block and the block from being separated from each other and the reflected wave 13 generated between the eyepiece (1) and the breakwater is the eyepiece (1) Weakening the wave force of the primary wave while touching the concave portion (4) and the convex portion (5) formed in the hollow block (S) of the) and part of the blue wave through the through hole (7) installed in the concave portion (4) This decreases and the wave force is further weakened while passing through the hole (7a) of smaller diameter than the hole (7) and the wave continues to weaken the gap between the sandstone 11 and the sandstone filled in the hollow block (S) Absorption is absorbed by the wave force, and the reflected wave is canceled. In addition, by filling the inside of the hollow block (S) with a size of larger than the diameter of the through hole (7a) inside the hollow block (S) does not leave the inside of the hollow block (S).
상기 항내에서 발생되는 반사파를 접안시설이 흡수시키게 되므로 방파제와 선박 접안시설사이의 항내의 수면의 요동이 거의 없어지므로 선박과 접안시설 또는 선박과 선박의 충돌에 따르는 파손이 없어 선박 및 접안시설의 수명을 연장하고 항상 안정되고 조용한 항내의 수면을 유지할 수 있다.Since the eyepiece absorbs the reflected wave generated in the port, the fluctuation of the water surface between the breakwater and the ship's eyepiece is almost eliminated, so there is no damage caused by the collision between the ship and the eyepiece or the ship and the ship's life. To maintain a stable and quiet sleep at all times.
본 고안은 각종 선박이 접안하여 화물의 적재 또는 하역 및 정박을 하기 위한 선박의 접안시설에 외해로부터 끊임없이 가해지는 파랑이 항내에 도달하게 되면 이 파랑의 파력을 흡수하여 자연스럽게 소멸될 수 있도록 하는 반사파 흡수시설을 구비하도록 한 접안시설을 제공하기 위하여 안출한 고안이다.The present invention absorbs the reflected wave to absorb the wave force of the wave when the wave constantly applied from the external sea reaches the port of the ship's berthing facility for loading or unloading and anchoring cargo by berthing various ships It is a design devised to provide an eyepiece facility equipped with a facility.
Claims (1)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| KR2019970038116U KR200166615Y1 (en) | 1997-12-17 | 1997-12-17 | Pier in the harbor having the absorption structure of reflection water |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| KR2019970038116U KR200166615Y1 (en) | 1997-12-17 | 1997-12-17 | Pier in the harbor having the absorption structure of reflection water |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| KR19990025595U true KR19990025595U (en) | 1999-07-05 |
| KR200166615Y1 KR200166615Y1 (en) | 2000-01-15 |
Family
ID=19517194
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| KR2019970038116U KR200166615Y1 (en) | 1997-12-17 | 1997-12-17 | Pier in the harbor having the absorption structure of reflection water |
Country Status (1)
| Country | Link |
|---|---|
| KR (1) | KR200166615Y1 (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100745623B1 (en) * | 2007-03-13 | 2007-08-02 | 주식회사 항도엔지니어링 | Construction structure of prefabricated covering block for breakwater |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100706110B1 (en) | 2007-01-23 | 2007-04-13 | 주식회사 대영엔지니어링 | Prevention block from digging for shore protection formed by reclaiming from the sea |
| KR100871459B1 (en) | 2008-07-08 | 2008-12-03 | 주식회사 한라엠에스 | Bitt with a luminary |
-
1997
- 1997-12-17 KR KR2019970038116U patent/KR200166615Y1/en not_active IP Right Cessation
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100745623B1 (en) * | 2007-03-13 | 2007-08-02 | 주식회사 항도엔지니어링 | Construction structure of prefabricated covering block for breakwater |
Also Published As
| Publication number | Publication date |
|---|---|
| KR200166615Y1 (en) | 2000-01-15 |
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