KR200303600Y1 - Tidal current mutual understanding equipment structure of the erect breakwater - Google Patents

Abstract

The present invention is an upright breakwater, in which a plurality of square seawater pipelines in which tidal currents are communicated on the upper surface of the lower end of the breakwater body, and the seawater of the inland and foreign seas through the square seawater pipeline, It is a design of an upright breakwater structure that can be distributed regardless of height.

Description

Tidal current mutual understanding equipment structure of the erect breakwater}

The present invention is an upright breakwater, in which a plurality of square seawater pipelines in which tidal currents are communicated on the upper surface of the lower end of the breakwater body, and the seawater of the inland and foreign seas through the square seawater pipeline, Design of an upright breakwater structure that can be distributed regardless of height, and a structure that protects ships or various port facilities anchored in ports of the inland sea by blocking the blue waves continuously from the open sea. The breakwater is made of sandstone, upright, or hybrid, but all are constructed from the bottom of the sea, and the upper part is exposed to the upper surface of the sea.The breakwater is divided into the inner and the outer sea based on the breakwater. Will not be exchanged.

The seawater in the inland sea and the sea cannot be exchanged with each other by the breakwater constructed to block the waves as described above, so that the seawater in the inland sea is stagnant and the water quality deteriorates and decays. have.

Figure 1 is a perspective view of a bird communication facility structure of an upright breakwater as an embodiment constituted by the present invention.

Figure 2 is a cross-sectional view of the bird communication facility structure of the breakwater carried out in Figure 1;

Figure 3 is a perspective view of a bird communication facility structure of an upright breakwater as another embodiment constructed according to the present invention.

Figure 4 is a cross-sectional view of the bird communication facility structure of the breakwater carried out in Figure 3.

<Explanation of Signs of Major Parts of Drawings>

1. Hollow block masonry breakwater 2. Sea bottom 3. Sandstone

4, 22. Basis Foundation 10, 10a, 10b, 10c, 10d. Hollow Block

11. Front wall 12. Back wall 13. Square seawater

14, 23. Square seawater channel 20. Concrete block masonry breakwater

21. Concrete block 30. Cap concrete

The present invention solves the problem caused by the conventional inland sea and the sea water is not completely blocked and exchanged as described above, the sea water of the inland sea and the sea water to be freely exchanged while blocking the incoming blue waves, It is a design devised for the body structure of the breakwater having a function that can be maintained, when described in detail based on the accompanying drawings as follows.

The upright breakwater that is constructed in accordance with the present invention can be implemented in two structures, one of which is a hollow block as shown in the accompanying drawings, Figures 1 and 2 and another embodiment of the Figure As shown in Figs. 3 and 4, the concrete block is a masonry bar, which is installed to be located at the lower surface of the water at the time of low tide without the influence of the two waves. First, the hollow block masonry breakwater (1) will be described. Is as follows.

Example 1

A pile of piled stones (3) on the upper surface of the sea floor (2) is provided with a foundation stage (4), and the hollow blocks (10, 10a, 10b) of multiple stages (five stages in the drawing) on the upper surface of the foundation stage (4). (10c) and (10d) and the cap concrete 30 is placed on the top to build a breakwater (1) body, but the bottom hollow block (10d) and the front wall (11) inside the upper hollow block (10c) In the middle of the rear wall 12, a plurality of rectangular seawater canisters 13 (3 on the drawing) are laid in a predetermined size, and the upper, lower, and The front and rear edges of the hollow blocks 10c and 10d are formed at the front and rear ends of the rectangular seawater pipe 14 through the rectangular seawater pipe 14 having the four sides of the left and right sides to the outside. In the space between the rectangular seawater channel 14 and the pipeline, and between the upper and lower pipelines and the pipeline, which are arranged to the left and right in a state coinciding with the rectangular seawater hydraulic hole 13 installed on the back wall 12). (3a ) To form a hollow block masonry breakwater (1) as an embodiment.

Example 2

In another embodiment, the structure of the concrete block masonry breakwater 20 is to zigzag the concrete block 21 of the predetermined size to the entire body of the breakwater 20, but the first block end of the upper surface of the sandstone foundation (22) And concrete block masonry according to the second embodiment in a structure in which a rectangular sea water channel 23 of the same size as the concrete block 21 is buried in place of the concrete block 21 between the concrete blocks 21. The structure of the type breakwater 20 can also be comprised.

When constructing the upright breakwater (1) 20 of the structure implemented in the embodiment 1 and the embodiment 2 configured according to the present invention configured as described above, through the rectangular sea water pipe (14) (23) Regardless of the sea level at high tide and low tide, the seawater is smoothly exchanged between the inland and the open seas to maintain the clean seawater quality in the inland sea. can do.

Claims (2)

In constructing the upright breakwater to allow seawater to communicate smoothly, the hollow block masonry breakwater (1) and concrete block masonry breakwater (20) are selectively constructed, but the hollow block blastwater (1) In the structure, the hollow block 10, 10a, 10b, 10c, and 10d of the plurality of stages (five stages in the drawing) are stacked on the top of the foundation stage 4 to construct the breakwater 1 body, but the lowermost hollow block ( 10d) and a plurality of rectangular seawater canisters 13 in the middle of the front wall 11 and the back wall 12 inside the upper hollow block 10c at a predetermined size This rectangular seawater pipe passage 14 has four sides of the top, bottom, left, and right sides corresponding to the size of the rectangular seawater hole 13, and is made to be outside to have a predetermined thickness. The left and right sides of the rear end are aligned with the rectangular seawater hole 13 installed in the front wall 11 and the rear wall 12 of the hollow blocks 10c and 10d. An algae communication facility structure of an upright breakwater comprising a structure in which a dead stone (3a) is filled in a space between each of the rectangular seawater channel pipes 14 and the pipes arranged and between the upper and lower pipes and the pipes. The structure of the concrete block masonry breakwater 20 is configured to zigzag the concrete block 21 of a predetermined size to the entire body of the breakwater 20, but the first block end of the upper surface of the sandstone foundation 22. And the second block end upright breakwater, characterized in that the concrete block 21 between the concrete block 21 and the square sea water channel (23) of the same size to be buried in place of the concrete block 21 Bird Communication Facility Structure.