KR200364469Y1 - Breakwater using of cellularblock - Google Patents

Abstract

The present invention is a cell block having a sofa function while the seawater of the sea is freely exchanged with the seawater of the inland sea, and its stacking type is a zigzag structure of the breakwater.

Description

Breakwater using cell blocks {Breakwater using of cellularblock}

The present invention relates to the structure of the seawater distribution breakwater using the cell block. In general, in order to construct the seawater distribution breakwater with the cell block, a cumbersome process of installing a seawater distribution facility inside or outside the cell block was required. Stacking also uses a method of stacking vertically and vertically, so that the cell blocks are not firmly connected to each other, and thus a demand for a breakwater having a more secure structure when constructing a breakwater or a quay wall has emerged.

In order to solve the above problems, the object of the present invention can achieve a sense of unity in the construction of the port structure, and clean seawater of the open sea is distributed to the inland sea without the installation of a separate seawater distribution facility to keep the water quality of the inland sea clean. Of course, there is a need for a structurally safe breakwater at the same low cost.

1 is a partially exploded perspective view showing the structure of the breakwater using a cell block implemented according to the present invention

FIG. 2 is a cross-sectional view taken along a line A-A 'in FIG. 1

3 is a partially exploded perspective view showing the structure of the breakwater formed by installing the middle partition of the cell block in double as another embodiment of the present invention

<Description of main parts of drawing>

1. Unit cell block 2. Foundation quadruple

3. Bump 4. Concrete

10.Front Wall 11.Rear Wall

12a, b. Double sided wall

20. Male 21.

30. Iron surface 31. Concave surface

40a, b. Seawater distribution hole 50a, b, c. Space

Referring to the accompanying drawings, features and structures of the present invention are as follows.

The structure of the breakwater using the cell block implemented according to the present invention is to install the basic granite step (2) at a constant height and width on the upper surface of the seabed to select the upper surface, and the front, left, right, four sides of a constant size is rectangular and the upper surface. The bottom wall of the unit cell block 1 has a vertical wall that completely penetrates the middle partition wall 13 so as to be parallel to both side walls 12a and b in the middle of the front wall 10 and the rear wall 11. The space portion 50a, b divided into two is provided at the bottom, and the male keys 20 are formed at the centers of the upper surfaces of the side walls 12a, b and the intermediate partition 13, respectively, and the female keys 21 are formed at the lower surfaces thereof. The front wall 10 forms a plurality of horizontal convex surfaces 30 and a concave surface 31 horizontally. The concave surface 31 has a plurality of cylindrical seawater distribution holes 40a having a constant diameter, and the front surface of the rear wall 11 also. The unit cell block 1 having the same size and number of seawater distribution holes 40b as the concave surface 31 of the wall 10 is mounted. The side wall 12a of the first unit cell block 1 and the side wall 12b of the second unit cell block 1 of the two other unit cell blocks 1 on the surface are in the middle of the upper surface of the intermediate partition 13. When the multi-stage is constructed in a zigzag stacking manner, instead of the unit cell blocks 1, the space portions 50a and b of the unit cell blocks 1 are arranged on the upper and lower sides of another unit cell block 1. Coincident with the furnace spaces 50a and b so as to penetrate in a row from the lowermost unit cell block 1 located on the upper surface of the basic granite step 2 to the upper surface of the uppermost unit cell block 1 respectively. Space portions 50a and b are formed vertically.

When the seats 3 are continuously filled in the spaces 50a of one row in the spaces 50a and b formed vertically in such a row, the spaces 50b of the other row then maintain the empty space and the upper concrete ( By pouring 4), the breakwater using the cell block forming the seawater distribution structure with the sofa function is formed.

FIG. 3 illustrates a unit cell block 1 formed of three spaces 50a, b, and c by installing two intermediate partitions of the unit cell block 1 as a second embodiment. The breakwater which is formed by cross-laminating up and down and filling the space portion 50a and the space portion 50c with sandstone is illustrated.

As described above, the breakwater using the unit cell block 1 is structurally formed by selectively filling the sandstone in the space portions 50a and b vertically penetrated vertically and vertically, instead of being stacked in a single line between the unit cell blocks 1. In addition to forming a more stable harbor structure, the dead stone is reduced as much as the space part 50b maintained in the form of an empty space, and it is economical and serves to distribute seawater of the inland sea and the external sea through the space part 50b, thereby preventing pollution of the inland sea. It is effective to prevent.

Claims (2)

In constructing a breakwater using a cell block, the foundation stone foundation (2) is laid on the upper surface of the seabed at a constant height and width, and the upper surface is selected. It has a vertical wall that penetrates, and divides the middle partition 13 into two inside the unit cell block 1 so as to be parallel to both side walls 12a and b in the middle of the front wall 10 and the rear wall 11. Spaced sections 50a and b, the male keys 20 are formed at the centers of the upper surfaces of both side walls 12a and b and the intermediate partition 13, and the female keys 21 are formed on the lower surfaces thereof. ) Horizontally form a plurality of horizontal iron surface 30 and the concave surface 31, the concave surface 31 has a plurality of cylindrical seawater distribution holes (40a) of a constant diameter, and the front wall (10) to the rear wall (11) The unit cell block 1 having the same size and number of seawater distribution holes 40b as the concave surface 31 of the unit cell block 1 is mounted on another surface of the unit cell block 1. Of the two unit cell blocks 1, the side wall 12a of the first unit cell block 1 and the side wall 12b of the second unit cell block 1 are parallel to each other in the middle of the upper surface of the intermediate partition 13. When the multi-stage is constructed in a zigzag stacked manner in which the unit cell blocks 1 are not arranged in a single line, the space portions 50a and b of the unit cell blocks 1 become space portions of the other unit cell blocks 1. 50a, b) intersecting with each other vertically and vertically penetrating through the upper and lower rows of space from the lowest unit cell block (1) located on the upper surface of the basic stone step 2 to the upper surface of the unit cell block (1) 50a and b are formed vertically. When the seats 3 are continuously filled in the spaces 50a of one row in the spaces 50a and b formed vertically in such a row, the spaces 50b of the other row then maintain the empty space and replace the concrete Breakwater using a cell block that forms a seawater distribution structure with a sofa function by placing 4). The method of claim 1 Intermediate bulkheads 13 of the unit cell block 1 are provided in duplicate to form the space parts 50a, b, and c in three compartments. A breakwater formed by filling a sandstone in the spaces 50a and c and installing the upper concrete 4 on the basis of the unit cell block 1 located at the uppermost layer among the 50a, b and c.