KR200213433Y1 - The cap concrete structure of breakwater with space of running water of wave overtopping prevention - Google Patents

Abstract

The present invention is a kind of hybrid breakwater. When the rear of the breakwater should be used as an eyepiece or when the backside should be buried and used as a yard, the blue wave should not be overwave. As there is no alternative, there is a problem of enormous investment of construction cost and long-term construction period to increase the breakwater itself, and the present invention does not increase the breakwater body itself, but only the cap concrete, the head of the breakwater, is raised to a certain height to block the blue. In addition, it is a design for the cap concrete structure of a very economical and efficient sofa breakwater that can be a sofa in and inside the cap concrete.

Description

The cap concrete structure of breakwater with space of running water of wave overtopping prevention}

The present invention relates to the structure of the breakwater body, and more specifically, to the structure of the cap concrete, which is the upper end part of the breakwater, the breakwater blocks the blue waves coming from the open sea and maintains the sea surface constant temperature in the harbor, thus maintaining As a port infrastructure to facilitate the loading and unloading, the blue wave is allowed in the economical aspect of saving construction cost due to the construction of the breakwater system within a range that does not interfere with maintaining the calmness of the sea level in the port.

However, when the rear of the breakwater, which is a special case of port operation, is used as a docking facility or when it is to be used as a yard by reclamation, a slight overwave cannot be permitted. This situation is absent.

1 is an overall cross-sectional view of a breakwater implemented in accordance with the present invention

Figure 2 is a partially enlarged perspective view of the cap concrete portion of the breakwater to be implemented in accordance with the present invention

3 is a front view of the outer sea side of the cap concrete is implemented in accordance with the present invention

Figure 4 is a cross-sectional view of the cap concrete is carried out in accordance with the present invention

<Code Description of Main Parts of Drawing>

WB. Hybrid Breakwater C. Cap Concrete

1. Front wall 2. Horizontal semicircular groove 3. Seawater drain

4. Reservoir 5. Cap concrete body 5a. Lower body

6. Heavenly Government 7. Buddhism 8. Stairs

9. Tetrapod

According to the present invention, the body size and body structure of the breakwater (WB) are made of a hybrid breakwater body and designed to block over-waves.

The cap concrete (C), which is the head of the hybrid breakwater (WB), is placed vertically at the required height and width, but the structure of the cap concrete (C) is a horizontal semicircle with a row of front walls (1) placed in the front and horizontally Indentation (2) is formed in each of the horizontal semicircular groove (2) and horizontally laid a plurality of seawater hydraulic holes (3) and the front wall (1) the back of the front wall (1) has a fixed portion of the reservoir (4) cap concrete body ( 5) to the top of the front wall (1) and the ceiling (6), the lower part of the front wall (1) and the lower portion (5a) of the cap concrete body (5) is between the sandstone (7) that is the body of the breakwater (WB) To be buried in, but the bottom of the reservoir (4) is filled with the dead stone (7) and the upper surface of the cap concrete body (5) to form a stairway (8) to allow people to pass through the anti-solvent flow room is carried out according to the present invention The structure of the cap concrete of the breakwater provided is comprised.

In the figure, reference numeral 9 denotes a known tetra pod.

As described above, the breakwater WB implemented according to the present invention is reflected by the sections of the tetrapod 9, which are static or drifted on the inclined surface of the breakwater WB on the outer sea 3 side of the breakwater WB. When the sofa is diffracted and the big blue wave is pushed, it hits the multi-level horizontal semi-circular groove (2) formed on the front wall of the cap concrete (C) and reflects it, and the space behind the front wall (1) through some seawater holes (3). The water flows into the densities of the Reservoir (4) and vanishes, and the seawater introduced into the Reservoir (4) penetrates between the sandstones (11) laid at the bottom of the Reservoir (4). There is no need to increase the height of the cap concrete, only to increase the economical effect that can be built a breakwater with the ability to block the moon wave.

Claims (1)

In vertically placing the cap concrete (C) of the hybrid breakwater (WB) at the required height and width, the structure of the cap concrete (C) is a horizontal semicircle groove with multiple rows in the horizontal direction with a front wall (1) installed in the front. (2) indentation and each horizontal semi-circular groove (2) is laid horizontally a plurality of seawater hydraulic holes (3), the front wall (1) is provided with a reservoir (4) on the back of the cap concrete body ((5) front The top of the wall (1) and the ceiling (6) are also addressed, and the lower part of the front wall (1) and the lower part (5a) of the cap concrete body (5) are buried between the dead stones (7) that are the bodies of the breakwater (WB). The breakwater is provided with anti-solvent oil and sewage chamber, which is to be filled in the sand (7) in the bottom of the reservoir (4).