KR200263764Y1 - The concrete structute of wave overtopping which is a simple making - Google Patents

Abstract

The present invention relates to a breakwater body, and in more detail, a plurality of inlet pipes transverse to a longitudinal water pipe of a predetermined diameter and length in the longitudinal direction of the breakwater are spaced at a predetermined distance in communication with each other. On the opposite side of the water flow pipe, the water discharge pipe having a diameter smaller than that of the water pipe is addressed to correspond to the water pipe, and the tail end of the water pipe is formed in the form of a fallopian tube spreading outwards. This vertically branched water pipe is manufactured separately and molded together with the concrete, and is designed for the structure of the cap concrete structured to be easy to manufacture and to minimize overwave.

Description

The concrete structute of wave overtopping which is a simple making}

The present invention relates to a breakwater body, and more particularly to a structure of a cap concrete designed to be easy to manufacture and to minimize overwave.

In general, the breakwater is an outer structure of a port for protecting ships by maintaining a constant temperature in the harbor from the waves invading the open sea. The type of the breakwater includes an inclined agent, an upright agent, and a hybrid agent. As for, the sloping breakwater is less reflected wave than other breakwater, but has a disadvantage of a lot of waves.

Accordingly, as shown in FIG. 1, the "capcap concrete structure of a breakwater with an anti-wave wave oil discharge chamber" filed by the applicant of the present application on September 6, 2000, application number 20-2000-25319, has a plurality of water holes ( 1) and the inside of the drainage chamber (2) is provided with a wave hitting the water supply hole (1) so that the wave force is eliminated in the drainage chamber (2) and the introduced seawater penetrates into the sandstone body (3) in the lower part of the reservoir It was devised to prevent as much wave as possible structure.

However, the design of the above-described application is simple, but there is a difficulty in the actual formwork and concrete pouring construction to form the oil and gas chambers in the interior of the structure, there is a disadvantage in that a lot of cost and air.

Accordingly, the present invention has a purpose to provide a cap concrete for minimizing the prevention of whirlwind while solving the above disadvantages, the present invention for achieving the above object is the length and width and thickness of the cap concrete inside the finished concrete The concrete structure of the cap concrete is to be formed by pouring concrete to form a water pipe communicating with each other in the direction.

In addition, the water pipe is integrally speaking a plurality of water pipes in the transverse direction to the longitudinal water pipes of a predetermined diameter and length, and on the opposite side of the water pipes to the drain pipe of a diameter slightly smaller than the water pipe, The tail end of the drain pipe is formed in the form of a fallopian tube spreading outwards, and a plurality of drain pipes are vertically branched in the lower side of the longitudinal flow pipe.

Therefore, by separately forming the water pipe made separately with the concrete, it is designed to be easy to manufacture and to minimize the prevention of oversea waves.

Figure 1 is a cross-sectional view of the entire breakwater installed conventional cap concrete

Figure 2 is an overall perspective view of the water pipe inserted in the interior of the cap concrete is implemented in accordance with the present invention

3 is a partial perspective view of the breakwater is installed cap concrete is implemented according to the present invention

4 is a sectional view taken along the line A-A 'in FIG.

5 is a sectional view taken along the line B-B 'in FIG.

<Code Description of Main Parts of Drawing>

W. Breakwater 10. Cap concrete

11. Concrete 12. Water pipe

12a. Longitudinal runoff 12b. Water pipe

12c, 12d. Drain pipe 13. fallopian tube

14. Dead Stone

Hereinafter, with reference to the accompanying drawings, the configuration of the subject innovation for achieving the above object is as follows.

2 is an overall perspective view of the water pipe according to the present invention, Figure 3 is a perspective view showing a breakwater provided with a cap concrete molded in the water pipe is integrally formed with a cap concrete ( 10) is installed, in order to manufacture the cap concrete 10, first, the water pipe 12 made of a material such as synthetic resin is manufactured separately.

In addition, the water supply pipe 12 integrally addresses a plurality of water supply pipes 12b (three in the drawing) in the transverse direction to the longitudinal water supply pipe 12a having a predetermined diameter and length, and the water supply pipe ( On the side corresponding to 12b), the drain pipe 12c having a diameter smaller than that of the water inlet pipe 12b is spoken, and the tail end of the drain pipe 12c is formed in the form of a fallopian tube 13 spreading outward. By assembling a plurality of drain pipes (12d) in branch communication with the lower side of the pipe (12a), and then placing them in a box of the size of one unit cap concrete (10) to cast concrete, Cap concrete is produced.

When the cap concrete 10 produced by the above method is placed on the upper surface of the sandstone body 14 of the breakwater W, a part of the blue moisture invading the external sea hits the front wall of the cap concrete 10 to be reflected and diffracted. In addition, some of the water flows through the water inlet pipe 12b constituted in the cap concrete 10 implemented in accordance with the present invention, the wave force is weakened and drained into the drain pipe 12c which is addressed to the rear side and flows into the inner port. The water is discharged into the lower drain pipe 12d and penetrates into the dead stone body 14.

Reference numeral (4) in the drawings indicates tetrapod.

Cap concrete carried out in the present invention as described above is a relatively complex structure, but by manufacturing the water pipe separately by pouring concrete on the outside of the water pipe, it is easy to manufacture and saves the cost and air, and prevents sofas and waves Edo is a great devise.

Claims (1)

In the cap concrete placed on the upper surface of the breakwater, a plurality of inlet pipes 12b extending in the transverse direction are integrally addressed to the longitudinal water pipes 12a having a predetermined diameter and length, and opposite sides of the inlet pipes 12b, respectively. The water supply pipe (12b) is a smaller than the diameter of the drain pipe 12c, but the tail end of the drain pipe (12c) is formed in the form of a fallopian tube (13) spreading outward, the longitudinal running pipe (12a) lower side Easy to manufacture anti-weather cap concrete structure, characterized in that the water supply pipe 12 is a plurality of drain pipes (12d) is branched separately to form a concrete 11 on the outer surface and integrally molded.