KR100394342B1 - Breakwater exchanging seawater using of buoyancy pontoon - Google Patents

Abstract

In the present invention, there is little difference between tides, such as the east coast, but structures such as breakwaters that are constructed in areas with high wave ditches maintain an inner seaside temperature based on the breakwaters that are built, and the inland seawater is constantly In order to maintain the cleanliness of the inland seawater while maintaining the cleanness of the inland seawater, it is usually necessary to establish a breakwater as a primary breakwater and a secondary breakwater. It is designed to cushion the wave power, and to reduce the problem of enormous construction cost and construction period for the construction of breakwater, the secondary breakwater is used by using a pontoon equipped with a buoyancy tank of relatively simple structure to reduce air and construction costs. Of water and seawater exchange is naturally It is about the invention to maintain the water quality of the clean inland sea at all times by making it continuously.

Description

Breakwater exchanging seawater using of buoyancy pontoon}

The present invention relates to the structure of the breakwater in the construction of the breakwater, and there is little difference between tides, especially on the east coast, but when the breakwater of the blue wave height (max. About 10M) is high, the breakwater is based on the breakwater. In order to protect the safety of the ships anchored in the Inland Sea and the various facilities of the pier from the blue, the seawater circulation on the sea side will be smooth and the sea surface maintains a constant temperature. The height of the breakwater is built up to the height of the high wave which can be over wave, and the wave that has broken the primary breakwater significantly weakens the wave and lowers the wave. Separate secondary breakwater is built to block the blue waves by the secondary breakwater, but water supply facilities are provided to the secondary breakwater. As the seawater on the inland sea is exchanged with the offshore seawater by this water supply facility, it is possible to maintain the clean water quality of the inland seawater while maintaining the surface water temperature of the inland sea.

As mentioned above, in the case of the sea where the wave height is high, such as the east coast, the huge cost of construction and construction work required for the construction of the primary breakwater and the secondary breakwater in order to ensure the quietness of the harbor and the smooth exchange of seawater on the inland sea. Difficulties such as problems that require a period of time and difficulty in securing materials due to depletion of the company's main building, which constitutes the system, are emerging.

1 is a cross-sectional view of a seawater exchange breakwater using pontoun implemented in accordance with the present invention

2 is a cross-sectional view taken along the line A-A 'of the unit unit of the breakwater body according to the present invention.

3 is a perspective view of the phone to be carried out according to the present invention

(Code description of main parts of drawing)

1. Wolyu breakwater 2. Sea bottom 3. Sandstone 4. Foundation

5. Block bottom 6,6a. Left and Right Walls 7. Intermediate Bulkhead 8. Horizontal Bulkhead

9. Horizontal Tops 9a, 14. Blue Judo version H. Yusu-gu

10a. Phone toun body 10b. Cross groove 10c. Horizontal convex section 11. Buoyancy tank

12. Seawater Passage 13. Extruded Sofa 15,15a. Anchor 16. Chain

17. Waste tire buffer 18. Seawater exchange passage

The present invention solves the problems of the conventional primary and secondary breakwaters as described above, and puts shorter air and inexpensive construction costs to facilitate the smooth exchange of seawater temperature and seawater, especially secondary breakwaters. The present invention is constructed by replacing the structure with a Pontoon, which is a main body of a Buzan bridge, and the present invention is described in detail with reference to the accompanying drawings.

The seawater exchange breakwater using buoyancy phone transport carried out according to the present invention is the primary breakwater of the monthly breakwater (1) on the outer sea side and is spaced apart from the monthly breakwater (1) from the monthly breakwater (1) by a certain distance from the monthly breakwater (1). The pontuun 10 having a buoyancy tank in place is configured to act as a secondary breakwater. First, the structure of the monthly breakwater 1, which is the primary breakwater,

On the upper surface of the sea bottom (2), the foundation (4) is provided with a rock stone (3) at a constant height, width, and length, and the breakwater body (1a) is constructed as a concrete block on the upper surface of the foundation (4). The main body 1a has a block bottom portion 5 on a concrete block having a thick bottom and has a constant width, and the left and right walls have a height at the upper left and right sides of the block bottom portion 5 so as to be the height of the breakwater body vertically. 6) (6a) is placed in the middle of the left and right walls (6) and (6a) in the middle of the left and right walls (6) (6a). (6) (6a) The horizontal bulkhead 8 is divided into the middle height between the middle bulkhead 7 and the left and right side walls 6, 6a and the upper end of the middle bulkhead 7 are provided with a general breakwater. Instead of the cap concrete, the horizontal top plate 9 is to be addressed, but the inner sea side tip of the horizontal top plate 9 is inclined downward at a predetermined length and angle to the blue guide plate 9a to the blue guide plate 9a. By constructing a number of drainage holes (H), it constitutes the structure of the monthly breakwater (1), which is the primary breakwater, and the secondary at the position spaced apart from the monthly breakwater (1) by a constant distance on the inner sea side of the monthly breakwater (1). Position the breakwater Pontoon (10) (Pontoon), but the structure of the Pontoon (10) is significantly lower than the height of the body of the breakwater breakwater (1) so that the size of the Pontoon (10) Pontoon (10) At the bottom of the buoyancy tank (11) of a constant volume is provided, and on the upper side of the buoyancy tank (11), the pontuun (10) main body (10a) that is in the form of a concrete ingot of a certain height, but the pontuun (10) In the front of the main body 10a, a plurality of stages (two stages in the figure) are formed horizontally with the recesses 10b and the convex portions 10c, through which the seawater troughs 12 are penetrated through the recesses 10b. 10) On the upper surface of the main body 10a, a plurality of sofa projections 13 protrude in the longitudinal direction of the phone toe 10 (four in the drawing). The induction sea body 10a has a blue induction plate 14, such as a wave induction plate 9a, which is provided in the monthly breakwater 1, is also inclined downward so as to have a predetermined length and an inclination angle. 10a) and the monthly breakwater breaker (1) are provided with anchors (15) and (15a), respectively, and connect the anchors (15) and the anchors (15a) with a chain (16), so that the seawater exchange breakwater using the buoyancy phone transport according to the present invention It is composed.

In the figure, reference numeral 17 denotes a waste tire buffer material that cushions shock even when the unit pontuun 10 and the pontuun are hit, and 18 is a seawater exchange passage.

Seawater exchange breakwater using buoyancy phone toe carried out according to the present invention configured as described above when the blue waves pushed from the open sea as shown in Figure 1 once the first breakwater wall breast breakwater (1) horizontal It flows into the sea surface in the space between the wall breakwater (1) and the pontuun (10) through the top plate (9), and immediately waved against the recess (10b) and convex (10c) provided on the front of the pontuun (10) As this weakened, a part of the blue water flowed into the seawater canal 12, and this blue wave again impeded the blue guide plate 14 downwardly formed on the back of the pontuun 10, and the blue wave was weakened, so that it was below sea level. Because of the inflow, the inland sea surface maintains a constant temperature, and unlike the general breakwater, the primary breakwater (1) and Pontouun (10) do not block the seawater, so the seawater is always exchanged naturally, thus maintaining the cleanliness of the inland sea. Sleep is so you can maintain a constant temperature.

In addition, since the phone ton (10) is a buoyant body, the upper and lower positions are variably corresponding to the difference between tides, so that seawater exchange is more easily performed.

Claims (3)

Although there is little difference between tides, the structure of the breakwater using the buoyancy phone transport (10) that is constructed in the east coast area where the wave height is high, the wall breakwater (1), which is the primary breakwater, is the sea bottom (2). On the upper surface, there is a block bottom part 5 of a thick concrete block on the upper surface of the foundation stage 4 of the stone stone 3, and the left and right walls 6 and 6a are vertically placed on the left and right sides of the block. In the middle part of the left and right side walls (6) and (6a), a midway bulkhead (7) is placed, and the horizontal bulkhead (8) is divided into the middle part of the left and right side walls (6) (6a) and the middle way bulkhead (7). On the left and right side walls (6) (6a) and on the upper side of the middle bulkhead (7), the horizontal top plate (9) with the blue guide plate (9a) inclined on the rear side is spoken and the drain hole (H) on the horizontal top plate (9). Seawater exchange breakwater using buoyancy Pontoon. According to claim 1, the buoyancy phone toe 10 is significantly lower than the height of the body of the wall breakwater (1) to be the size of the phone toe (10) so that the bottom of the phone 2 of the buoyancy tank of a constant volume ( 11) is provided on the buoyancy tank (11) above the pontuun (10) main body (10a) to be a concrete ingot of a certain height to the speaker, but the pontuun (10) in front of the main body (10a) horizontally multiple stages (2 on the drawing) However, the recessed part 10b and the convex part 10c are formed to penetrate through the plurality of seawater holes 12 in the recessed part 10b, and the pontuun 10 is formed on the upper surface of the main body 10a. A plurality of sofa protrusions 13 protrude in the longitudinal direction, and the blue guide plate 14 is provided to be inclined downward to have a predetermined length and an inclined angle on the upper surface of the inner sea side of the phonetoun body 10a. Seawater exchange breakwater using buoyant pontoons. The main body 10a and the monthly breakwater 1 are provided with anchors 15 and 15a, respectively, and the anchors 15 and the anchors 15a are connected by a chain 16. Seawater exchange breakwater using buoyancy Pontoon.