KR101267172B1 - Top-quality stuff cone cleat structure for overflow interception of breakwater - Google Patents

Abstract

PURPOSE: A cap concrete structure for preventing the overflow of a breakwater is provided to enable visitors to safely move and sightsee along a breakwater and safely evacuate in an emergency and protect the vessels and port facilities against seawater or waves from the shore. CONSTITUTION: A cap concrete structure for preventing the overflow of a breakwater comprises a plurality of sidewalls(10), a front wall(20), a rear wall(30), a ceiling plate(40), a closing guide member, a plurality of dampers(60), and a cutoff plate(43). A plurality of sidewalls is regularly installed on the top of a breakwater(1) in a longitudinal direction. The rear wall comprises a plurality of drain holes(33) and an elastic pad(34). A drain hole pumps out seawater to the outside of a sightseeing path. The elastic pad absorbs the shocks applied from the ceiling plate. The ceiling plate is installed in the air in between the front and rear walls and circulates air and sea wind. The closing guide member normally opens the ceiling part of the sightseeing path by supporting the ceiling plate. The closing guide member closes the ceiling part of the sightseeing path in case of overflow. The damper is regularly installed in the ceiling plate in a longitudinal direction to support the ceiling plate and gradually closes the ceiling plate by fluid pressure. The cutoff plate is positioned in the joint of the ceiling plate and front wall shields the joint to be watertight.

Description

Top-quality stuff cone cleat structure for overflow interception of breakwater}

The present invention relates to a lettuce concrete structure for blocking the breakwater of the breakwater, and more particularly, to protect the vessel or port facilities from seawater or blue waves coming from the coast, and to keep tourists safe while traveling along the breakwater The present invention relates to a lettuce concrete structure for blocking the overflow of a breakwater that can be evacuated.

In general, the breakwater is an outer facility for protecting a harbor facility or a ship from the waves of the open sea, and has a large number of structures such as structures such as sandstone (block) breakwater, upright breakwater, hybrid breakwater, sofa block-covered hybrid breakwater, and inclined breakwater. The construction method is installed in various forms.

According to the conventional breakwaters used for this purpose, the sandstones are piled up obliquely to construct a breakwater body, a covering block is piled up on the outer surface such as the slope and the upper surface, and then the wave is broken or foamed on the upper side. By constructing a box-shaped breakwater, the wave energy is consumed to have a breakwater function.

However, according to the conventional breakwater, it is mainly composed of a structure that blocks the banks around the port, generally in a simple box shape for the purpose of completely blocking the flow of algae and to prevent the waves from being pushed to land. Since only the installation of the breakwater, the wave breaker can not effectively cope with the waves such as tidal current and tide (water), the problem occurred, and in severe cases the breakwater is damaged by the overflow of algae or contaminants such as various waste or suspended matter The phenomenon occurred.

On the other hand, there is a technology that can use the breakwater as a tourism resource (Registration Utility Model No. 20-0238750).

Conventional Utility Model No. 20-0238750 has a stair facility on one side of the top surface of cap concrete at the top of the breakwater. The upper right side and the upper staircase are equipped with auxiliary railings on the left and right sides, and a plurality of seawater hydraulic holes are penetrated downward in the stairs and the inner edge of the stairs, and these unit stairs are alternately installed in the opposite direction to the length of the breakwater. The breakwater that is delivered by the breakwater is the anti-weather prevention and the staircase facility installed on the top of the concrete. It is only for tourists to go up high through the stairs to view the coast and land, and there is no way to cope with the sudden waves. It is difficult to use realistically because the safety is reduced.

Patent Registration No. 10-0584666 Utility Model Registration No. 20-0238750 Utility Model Model No. 20-0183594

The present invention is to solve the problems as described above, to protect the vessel or port facilities from sea water or blue waves coming from the coast, and to ensure that tourists safely travel along the breakwater, and to safely travel and evacuate safely in case of emergency. The purpose is to provide the lettuce concrete structure for blocking the overflow.

The upper concrete structure for blocking the breakwater of the breakwater according to the present invention comprises: a plurality of side walls which are erected at regular intervals along the longitudinal direction on the upper surface of the breakwater; The front wall is made of a transparent viewing window formed in the front wall and the rear wall of the concrete material to provide a passage and block the overflow is installed spaced apart at predetermined intervals along the front and rear between the side walls, respectively. And rear wall; The outer surface is formed in a streamlined shape and one side is connected to the front wall by a hinge so that the other side is spaced apart from the rear wall so as to pass through the passage and the outside or supported by the rear wall to seal the passage with the outside. A ceiling plate; A plurality of supports built on the breakwater to support the ceiling plate to support the ceiling plate, and when the blue wave is not present, open the ceiling plate and rotate the ceiling plate to seal the passage with the outside when there is blue; An index plate disposed on one side of the ceiling plate and a joint of the front wall and having one side fixed to the ceiling plate and rotating together with the ceiling plate to tightly shield the joint of the ceiling plate and the front wall; It is formed on the bottom of the rear wall and characterized in that it comprises a plurality of roasting holes for draining the seawater in the passage to the outside of the passage.

According to the lettuce concrete structure for blocking the overhang of the breakwater according to the present invention, it is possible to block the overflow of seawater through the front wall and the ceiling plate to prevent damage to the ship and the harbor by the seawater and blue, between the front wall and the rear wall You can see the coast and land without risk of seawater overflow while moving the breakwater along the tourist route of the sea, and open the ceiling and feel the natural sea as it is flowing. In particular, during the sudden overflow of seawater, the tourist route is closed by the ceiling plate, which can prevent distress accidents swept away by the seawater and allow tourists to evacuate safely and quickly.

1 is a side view of the lettuce concrete structure for blocking the overhang of the breakwater according to the present invention.
Figure 2 is a side view of the operating state of the ceiling plate applied to the lettuce concrete structure for blocking the breaking of the breakwater according to the present invention.
Figure 3 is a perspective view of the lettuce concrete structure for blocking the wake of the breakwater according to the present invention.
Figure 4 is a perspective view of the operating state of the ceiling plate applied to the upper concrete structure for the breaking of the breakwater according to the present invention.
Figure 5 is a front view of the construction state of the concrete concrete structure for blocking the wake of the breakwater according to the present invention.

As shown in Figures 1 to 5, the upper concrete structure for blocking the overhang of the breakwater according to the present invention is built to a certain height on the upper surface of the breakwater (1) to protect the harbor and the ship by blocking the overflow and blue, The tourist provides a safe tourist route, the tourist route is formed by the side wall 10, the front wall 20, the rear wall 30, the ceiling plate 40, the ceiling plate 40 is openable It is composed of the usual (when there is no moon, blue) is open to give the tourist route a natural feeling of the sea through the fresh coastal air, and is configured to prevent personnel accidents due to the current overflow by closing.

The side wall 10 is formed in a direction crossing the front wall 20 and the rear wall 30 on the top of the breakwater 1 so as to support the front wall 20 and the rear wall 30 and is installed at a predetermined distance. For example, the bottom may be fixed to the breakwater 1 through an anchor or the like.

One or more front walls 20 and rear walls 30 are installed between two neighboring side walls 10 to form a space, and at this time, to move to a space along the side while forming a space that is blocked from the outside. The door 11 may be configured. That is, if the seawater is filled in the side space, the door 11 is closed to prevent seawater from penetrating. If the seawater is not in the side space, the door 11 is opened to quickly evacuate to another place.

In addition, the side wall 10 has a guide groove 12 formed on one side or more for stable opening and closing operation of the ceiling plate 40. The guide groove 12 is formed in a curved shape to fit the opening and closing path of the ceiling plate 40, and the guide protrusion of the ceiling plate 40 to be described later is movably connected.

The front wall 20 and the rear wall 30 are composed of a front wall 21 and a rear wall 31.

The front wall 21 and the rear wall 31 are reinforced concrete structures of a certain height and strength for blocking the overflow of the wall, for example, a shear key is formed at the bottom thereof and may be fixed to the breakwater 1 through an anchor or the like. .

The front wall 21 and the rear wall 31 are each equipped with a plurality of viewing windows 22 and 32 so that the outside can be seen from the tourist route.

The back wall 30 is formed with a plurality of drain holes 33 in the bottom of the rear wall 31 so that the sea water is drained to the outside when the sea water flows into the tourist path.

It is preferable that the external seawater is not introduced through the drain hole 33. For this, a check valve 35 is applied. The check valve 35 is a plate having a larger cross-sectional area than the drain hole 33 and is disposed on an outer surface of the rear wall 31 so that one side is preferably hinged so that seawater outside the sightseeing path does not penetrate the inside.

The rear wall 30 contacts the other free end of the ceiling plate 40 to the upper portion of the rear wall 31, and at this time, the elastic pad 34 is disposed on the upper portion of the rear wall 31 so that damage due to impact energy does not occur. ) Is installed. The elastic pad 34 may have a shape surrounding the top and front and rear surfaces of the rear wall 31.

The front wall 20 and the rear wall 30 are configured to have a height at which the tourist can maintain a comfortable posture when the ceiling plate 40 is closed.

The ceiling plate 40 is a plate formed in a streamline shape to induce the flow of wind (to guide the flow of the sea water) so that the closure by the wind in the open state, one side is connected to the hinge so that the front wall 20 can be rotated. The other side is composed of free ends.

That is, the ceiling plate 40 is installed in the air between the front wall 20 and the rear wall 30, and is installed to open a portion so that air and sea wind circulate.

The ceiling plate 40 is supported by the closing guide member 50, which will be described later, and normally opens the ceiling of the tourist route, and the free end of the other side is supported by the rear wall 30 by the pressure at the time of overflow, so that the ceiling is closed. Create tourism routes.

The ceiling plate 40 has a watertight portion 41 surrounding the outside of the rear wall 30 at the free end such that seawater does not penetrate between the free end and the rear wall 30 on the other side. The watertight portion 41 may be a structure surrounding only the outside of the rear wall 30 or may be configured in a cap type surrounding the upper and front and rear portions of the rear wall 30.

The ceiling plate 40 is made of various materials such as concrete.

The index plate 42 is applied so that seawater does not penetrate through the joints of the ceiling plate 40 and the front wall 20. The index plate 42 is fixed to the ceiling plate 40 and has a size that covers the joints of the ceiling plate 40 and the front wall 20 regardless of the opening / closing state of the ceiling plate 40 so that seawater does not penetrate at all times. Do not

Guide plate 43 is applied to the ceiling plate 40 for a stable opening and closing operation. The guide protrusion 43 is movably inserted into the guide groove 12 of the side wall 10 so that the ceiling plate 40 rotates with a predetermined trajectory.

Only one ceiling plate 40 may be installed between two neighboring sidewalls 10, or two or more ceiling plates 40 may be installed. If two or more ceiling plates are installed, the guide protrusion 43 may be disposed only at a portion corresponding to the sidewall 10. ) Is applied and the remaining part is connected to the neighboring ceiling plate 40 and the connecting means.

Closing guide member 50 is connected to the front wall 20 and the ceiling plate 40 (connected with a shaft pin, etc.), the support body 51 for supporting the ceiling plate 40 in the open state, the support body 51 Is formed in a cross-sectional area smaller than the support main body 51 is applied to an external force of a predetermined size or more is composed of a break guide jaw 52 to induce a closing operation of the ceiling plate 40 is broken by the support body 51 is broken. .

At the moment when the closing guide member 50 is broken, a plurality of dampers 60 which allow the ceiling plate 40 to close slowly to prevent damage generated when the ceiling plate 40 is closed immediately by self weight and water pressure are provided. Apply. The damper 60 is installed at regular intervals along the longitudinal direction of the ceiling plate 40 to support the ceiling plate 40, so that the ceiling plate 40 is gradually closed by the fluid pressure. The damper 60 is applied to various doors and a detailed description thereof will be omitted.

The closing guide member 50 is a locking device for keeping the ceiling plate 40 in an open state, and when the hydraulic pressure is applied to a predetermined size or more, the closing guide member 50 is broken to release the locking, thereby allowing the ceiling plate 40 to close. .

According to the lettuce concrete structure for blocking the breakwater of the breakwater according to the present invention, Figure 1 and Figure 3 is a state in which the ceiling plate 40 is open, the breakwater (1) by the front wall 20 and the ceiling plate 40 As the height of the seawater does not overflow beyond the breakwater (1).

Tourists walk along the breakwater (1) to tour the coast and land, etc. Since the front wall 20 and the rear wall 30 are higher than the height of the tourist, stable tourism is possible.

On the other hand, when the seawater overflows to the height of the ceiling plate 40, if the water pressure applied from the seawater is greater than the strength of the breaking guide jaw 52 of the closing guide member 50, the closing guide member 50 is broken, Thus, as the water pressure is applied from the upper portion of the ceiling plate 40, the ceiling plate 40 is rotated gradually, and the free end of the ceiling plate 40 is seated on the upper side of the rear wall 30, so that the front wall 20 and The tourism path is cut off from the outside by the rear wall 30 and the ceiling plate 40.

Tourists in the tourist route are moved to a safe place through the door 11 to evacuate the distress accident by the sea water.

In this case, when seawater is introduced into the tourist path, the seawater is drained toward the inner port through the drain hole 33 to create a tourist path in a normal environment as time passes, and can be reused by replacing the closing guide member 50.

1: breakwater
10: side wall, 20: front wall
21: front wall, 22: viewing window
30: rear wall, 31: rear wall
32: viewing window, 33: drain hole
34: elastic pad, 35: check valve
40: ceiling plate, 41: watertight part
42: index plate, 43: guide protrusion
50: closing guide member, 51: support body
52: breaking guide jaw, 60: damper

Claims (4)

A plurality of side walls 10 which are erected at regular intervals along the longitudinal direction on the upper surface of the breakwater 1;
The front wall 21 and the rear wall 31 of the concrete material is provided on the front and rear spaced apart at predetermined intervals along the front and rear between the side walls to block the overflow, and the transparent formed on the front wall and the rear wall, respectively A front wall 20 and a rear wall 30 formed of viewing windows 22 and 32;
The outer surface is formed in a streamlined shape and one side is connected to the front wall by a hinge so that the other side is spaced apart from the rear wall so as to pass through the passage and the outside or supported by the rear wall to seal the passage with the outside. A ceiling plate 40;
A plurality of dampers (60) for supporting the ceiling plate while the breakwater is built on the support base, and the ceiling plate is closed slowly;
It is disposed on the one side of the ceiling plate and the joint of the front wall and one side is fixed to the ceiling plate, and while rotating together with the ceiling plate includes a water plate 43 for tightly shielding the joint of the ceiling plate and the front wall; ,
The rear wall is formed at the bottom of the rear wall and a plurality of drain holes 33 for draining the seawater in the passage to the outside of the passage, the impact energy applied from the ceiling plate is installed on the upper surface of the rear wall The upper concrete structure for blocking the overhang of the breakwater, characterized in that it comprises an absorbent elastic pad (34). The method according to claim 1, comprising a closing guide member 50 for supporting the ceiling plate to maintain the open state, the closing guide member, both sides are connected to the front wall and the ceiling plate to support the ceiling plate in the open state The support main body 51, which is formed in the cross-sectional area smaller than the support main body to the support body is broken when the external guide force is applied a predetermined size or more breaking guide jaw 52 to guide the closing operation of the ceiling plate is made Lettuce concrete structure for blocking the overflow of the breakwater comprising a. The method according to claim 1 or 2, wherein the side wall is formed in a plate shape for closing between the front wall and the rear wall, to form a closed space with the front wall and the rear wall and the ceiling plate, the door 11 is included The breakwater is configured to allow access to the evacuation, and the guide protrusions 43 formed on both sides of the ceiling plate are slidably connected to each other, and includes a guide groove 12 for guiding the rotation of the ceiling plate. Lettuce concrete structure for blocking the overflow of water. The method of claim 1, wherein the back wall is mounted on the rear of the back wall, the concrete structure for blocking the overhang of the breakwater, characterized in that it comprises a check valve (35) for opening only the drain hole in the draining direction.

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