KR20220101472A - Offshore floating parking lot using concrete pontoons with adjustable buoyancy - Google Patents

Abstract

The present invention provides a floating parking facility, comprising: a docking facility part protruding from the coast to a certain area; a moving passage installed in the docking facility part and capable of being connected to and dismantled from a parking lot pontoon facility part; and a parking lot pontoon facility part connected to one end of the moving passage to provide a berthing of a ship and a parking lot site. By providing the floating parking facility, strong durability can be provided to enable mooring of ships as well as parking facilities. In addition, shaking or being pushed by waves are prevented so that a more stable offshore parking space can be provided.

Description

Offshore floating parking lot using concrete pontoons with adjustable buoyancy}

The present invention relates to a floating parking facility that is installed and operated by floating on the sea, and one or more concrete unit pontoons capable of controlling buoyancy are connected and installed horizontally and vertically to form a floating parking lot, so that a general passenger car can be parked as well as floating It relates to an offshore floating parking lot using a concrete pontoon that can control buoyancy, which has the effect of providing durability and buoyancy so that ships can be docked on the outer wall of the parking lot.

FLOATING PIER is a ship's berthing facility that floats a pontoon (a box-shaped float made to float on water) with buoyancy against water, and builds a bottom plate with reinforced concrete, steel plate, wood, etc. on it. It is a structure made to make it easier for passengers to board and load cargo. Since the bottom plate moves up and down along with the pontoon according to the water level, it is mainly used in places where there is a large difference between the tides or other places where there is a lot of water level change.

In general, a pontoon uses an object with a lower specific gravity than water to make a house, various barges, water bike roads, floating piers, water stages, floating solar power plants, boats and yachts, etc. It is used as a floating buoyant for the construction of various offshore structures and structures, including buoys, bridges), fishing port facilities, offshore cage farms, offshore trails and floating bridges or offshore fishing grounds. In recent years, as the demand and distribution of water sports is expanding worldwide, interest in and development of pontoons is increasing due to the demand and necessity for various uses and types of offshore structures.

The pontoon structure is a structure used by life and expensive ships, and is always exposed to freshwater environments such as salt water or ice pressure, typhoons, floods, and waves, so structural stability and durability are very important. In addition, in terms of functionality, it should be possible to combine various sizes and shapes of main pontoon/finger pontoon, etc., and it should be possible to safely protect the use facility lines such as power lines, oil pipelines, and water pipes, and to enable easy maintenance. In addition, it should be possible to install attachments such as facilities for anchoring and boarding ships.

Pontoons are usually made of FRP (FIBER REINFORCED PLASTICS). However, when disposing of a pontoon made of the above material due to aging or disposing of a pontoon damaged due to collision with a docked ship, etc., due to the glass fiber contained in FRP, there are many difficulties in processing and managing the discarded pontoon. .

In addition, as the buoyancy material of the pontoon, a structure in which a styrofoam buoyancy material having a low porosity is wrapped with a resin such as polyethylene is applied so that weight increase can be minimized even when water permeates. The aluminum deck type pontoon is composed of an aluminum frame and a deck made of solid wood on top of a buoyancy material.

The pontoons as described above can be manufactured in various sizes and shapes and have the advantage of being widely used because they can be conveniently manufactured for various attachments and detachments using an aluminum frame with an extruded cross-section.

In order to prevent this, the concrete deck type pontoon is a type in which a concrete floor plate is synthesized on a buoyancy material, and a concrete deck heavier than an aluminum deck is applied, and vibration by waves or users is good. However, it is very important to secure structural performance due to the material properties that should not allow cracking (tensile stress) in the part submerged in seawater.

In addition, by forming a hollow housing using concrete to produce a pontoon, it was often used to maintain its robustness against external impact. There is a disadvantage in that the buoyancy is lowered by

In particular, there is an aspect that it is not easy to maintain a stable balance because the difference in buoyancy force appears according to the difference in the thickness of the concrete injected on each side. In general, general concrete, fiber-reinforced concrete, mesh-reinforced concrete, etc. are mainly used as materials for manufacturing concrete pontoons. Hollow concrete pontoons consist of a concrete shell and a styrofoam core. As it has the largest weight among the three types, it also has the highest stability, making it suitable for berthing facilities of large yachts or vulnerable environments such as typhoons.

On the other hand, as shown in FIG. 1, in a passenger ship terminal or fishing boat docking facility on the shore, as shown in FIG. 1, in general, concrete of a structure protruding for a certain length toward the ocean is buried on the shoreline in contact with the ocean (S) so that a site can be prepared. The berthing facility 20 is installed. At this time, in the passenger ship terminal or the pier where the fishing boat is anchored, it is common that the parking lot 30 is installed on the shore so that it can be used by passengers or fishermen.

However, such piers require time, cost and effort to construct a concrete site projecting toward the ocean. The present invention provides an improved invention using a concrete pontoon capable of controlling buoyancy, which has been patented by the present applicant and has been patented on October 19, 2020. As it is installed in the sea as floating, not only the utilization of the space at the bottom of the bottom is high, but also the cost and process of installing the parking lot are reduced, and the wave resistance is also minimized. do.

In the domestic registration patent No. 10-1713500, an integrated multimodal transport floating system configured to integrate and process passenger and cargo transport by integrating various transport systems such as airports, ports, ships, and railroads into one space on the basis of a floating platform installed on the shore Disclosed is an expression terminal. Domestic Registration Patent No. 10-1576003 states that an offshore floating LNG bunkering terminal can dock, while the environmental external force acting on the floating LNG bunkering terminal in the berthing state, that is, the influence of currents, winds, and waves, is minimized. Disclosed is the berthing structure of the floating LNG bunkering terminal that makes it possible. In Korea Registered Patent No. 10-1252708, by forming a conical underwater space, not only offshore space but also underwater space can be actively used. Disclosed is a method for constructing an offshore floating structure having an underwater space, which can reduce construction costs according to dock rental costs. Domestic Patent Publication No. 10-2015-0024076 discloses a plurality of element floating structures installed to float in the sea inside the calm sea area; a connection unit that connects the floating element structures to each other and binds them to have a predetermined interval, and is formed of non-metals so as not to be corroded; At least one or more layers of iron structures installed on the upper surface of the floating structure are disclosed in relation to a hybrid super-large floating structure composed of elemental floating structures of a concrete structure and having a steel upper plate structure. .

The present invention is an improved invention using a concrete pontoon capable of controlling buoyancy, which was patented on October 19, 2020 and applied for a patent by the present applicant. In order to solve problems such as restrictions, one or more concrete pontoons with adjustable buoyancy are installed horizontally and vertically on the sea to secure a parking site, and an offshore floating parking facility that can serve as a ship berthing facility is also installed. would like to provide

An offshore parking lot facility using a concrete pontoon capable of buoyancy control according to an embodiment of the present invention includes: a docking facility unit protruding from the shore to a predetermined area; a moving passage that is installed in the docking facility and can be connected and dismantled to the parking lot pontoon facility; It may consist of a parking lot pontoon facility that is connected to one end of the moving passage to provide a berthing and parking lot site for a ship.

The moving passage and the berthing facility are fixed with a hinged structure, so that the vertical movement of the pontoon due to the tide change is taken into account (the joint between the members joined with a pin so as not to generate a bending moment), and the parking lot pontoon facility and the moving passage The fixing of the may be made of a structure that can be fixed and released.

The parking lot pontoon facility part has a hexahedral shape with an empty interior, and a plurality of internal pontoon frames are installed so that the inner pontoon frame, which is formed along the perimeter of the side, is spaced apart from one another in the upper and lower directions, so that the side faces are abutted in the horizontal and vertical directions. A unit pontoon composed of an external pontoon frame in which a fixed pipe is installed through a space formed in a recessed structure on the side where the inner pontoon frame abuts, and fiber-reinforced concrete surrounds the outside of the inner pontoon frame is horizontal and One or more may be connected in the vertical direction.

The fixing pipe includes an external fixing pipe in the shape of a pipe and an internal fixing pipe made of steel inserted through the inside of the external fixing pipe, and male and female threads are formed on both ends of the inner fixing pipe to connect adjacent external pontoon frames. It may be made so that it can be fixed.

Floating parking facility, characterized in that the side surface of the outer pontoon frame forms a connecting portion formed by crossing a protrusion and a groove portion along the circumference of the side, and liquid or gas is injected into the upper portion of the inner pontoon frame to increase buoyancy An adjustable inlet and a lid capable of opening and closing the inlet are installed, and a through hole capable of opening and closing the lid of the inner pontoon frame accommodated therein may be formed on the upper side of the outer pontoon frame.

In the present invention, the offshore floating parking lot does not have much resistance to the influence of waves compared to the existing pier facilities, so it is possible to berth ships stably. By providing the strength to withstand the pressure, it not only provides durability for parking facilities and mooring of ships, but also provides stability against rolling, which is the left and right fluctuations in the water, as it is molded from fiber-reinforced concrete as a raw material, and at the same time By providing resistance to the pushing force, reway, the floating parking facility of the present invention can be provided as a more stable offshore parking space by preventing it from being pushed by the flow and waves.

1 shows a plan view of an existing passenger ship terminal or fishing vessel berth.
Figure 2 shows a plan view of the floating parking facility of the present invention.
Figure 3 shows the unit pontoon of the parking lot pontoon facility of the present invention.
4 shows an internal perspective view of the unit pontoon of the present invention.
5 shows a cutaway view in which a part of the internal pontoon frame of the present invention is cut.
Figure 6 shows a perspective view in which a plurality of internal pontoon frames of the present invention are installed.
7 shows a fixed pipe of the present invention.
8 is an internal perspective view of a unit pontoon of the present invention.
9 shows an extended parking lot pontoon facility in which one or more unit pontoons of the present invention are connected in the horizontal and vertical directions.
10 shows an enlarged view of the connection of the parking lot pontoon facility.
11 shows a schematic diagram of a manufacturing method of a parking lot pontoon facility part of the present invention.
12 shows a pillar shape formed by pouring concrete between a plurality of internal pontoon frames according to concrete pouring.
13 shows a plan view of a floating parking facility of the present invention in which a vessel is docked.

1 shows a plan view of a passenger ship terminal or a fishing boat anchoring facility in contact with an existing coastal road. In the case of the existing ship anchoring facility, the pier facility 20 is installed so that the concrete of the structure protruding toward the sea is buried at the shore in contact with the sea (S) to prepare the anchorage site. In this case, the parking lot 30 is installed on the shore of the coastal road at the passenger ship terminal or the pier where the fishing boat is anchored, and the pier facility and the parking lot can be moved through the entrance 10 .

The quay facilities as described above are prepared by burying concrete from the seabed of the coast to the water surface, and wave resistance occurs in the concrete site that protrudes toward the sea and is buried. An object of the present invention is to provide an offshore floating parking facility that not only has a higher usability compared to a land site, but also has less burden on site use and can reduce wave resistance to a minimum, using a concrete pontoon with adjustable buoyancy.

Hereinafter, it will be described in detail with the accompanying drawings related to the offshore floating parking facility of the present invention.

2 shows a plan view of the floating parking facility of the present invention. The floating parking facility of the present invention includes: an berthing facility unit 600 protruding from a coastal road to a predetermined area; a moving passage 500 that is installed in the docking facility and can be connected and dismantled to the parking lot pontoon facility; It may be made of a parking lot pontoon facility 400 that is connected to one end of the moving passage and provides a berthing and parking lot site for a ship.

The berthing facility 600 of the present invention may be formed in a structure that protrudes toward the sea by embedding concrete from the sea floor to a certain height beyond the water surface, similar to the existing pier facilities. The height of the berthing facility is installed 1 to 5 meters higher than the highest water level of the sea and installed at the same height as the coastal road. Make it possible to form a stable slope to move. If it is difficult to install the berthing facility, it can be directly connected to the parking lot pontoon facility connected to the moving passage without the installation of the berthing facility.

One end of the moving passage may be fixed to one surface of the protruding structure of the berthing facility, and the other end of the moving passage may be fixed to one side of the parking lot pontoon facility. The fixing device of the eyepiece facility and the movement passage is formed in a hinged structure so that the movement passage can slide freely on the upper side of the eyepiece facility portion, which is a coupling portion. In addition, the connection between the moving passage and the pontoon facility makes it easy to fix and disassemble, so that the moving passage is active and the connection and release of the docking facility and the parking lot pontoon facility are possible. From this, even if the height of the parking lot pontoon facility changes vertically according to the difference in the sea level, the movement path can also be maintained stably.

An anchor fixed to the seabed can be installed separately for the parking lot pontoon facility so that it prevents the location of the parking lot pontoon facility from being deviated when dismantling the moving passage and the parking lot pontoon facility and floats and is fixed at a certain position in the ocean.

Figure 3 shows the unit pontoon of the parking lot pontoon facility of the present invention. The parking lot pontoon facility unit of the present invention may be formed by connecting one or more unit pontoons in the horizontal and vertical directions. The unit pontoon of the present invention includes a plurality of internal pontoon frames 200; It may be made of an external pontoon frame 100 for accommodating the plurality of internal pontoon frames therein.

The outer pontoon frame 100 is made of a concrete material and has a size that can accommodate a plurality of inner pontoon frames therein. The concrete preferably includes Fiber Reinforced Concrete (FRC), and the fiber-reinforced concrete referred to in the present invention is made of metal, glass, or synthetic resin in mortar or concrete as a raw material. Steel fiber, glass fiber, polymer fiber , refers to a composite material made by evenly dispersing long and short fibers such as carbon fibers, asbestos, and polypropylene fibers, and can increase the tensile strength and crack resistance of concrete and improve toughness.

Bolt holes are formed on the edges of the upper and lower surfaces of the outer frame to form a parking lot pontoon facility part, and as shown in FIG. 13 , when the ship (A) is docked on the left and right sides of the parking lot pontoon facility, the fenders in preparation for the impact of the ship, etc. It is possible to connect an impact cushioning material such as the bolt hole 105 . On the side surface of the outer pontoon frame, a connection portion formed by crossing the protrusion and the groove portion along the circumference of the side is formed.

4 shows an internal perspective view of the unit pontoon of the present invention. The unit pontoon has buoyancy control that can be adjusted. It has a hexahedral shape with an empty interior, and the inner pontoon frame, in which one or more recesses formed along the perimeter of the side are spaced apart vertically and horizontally to form a concave-convex structure on the side, the sides are abutted in the horizontal and vertical directions. a plurality of fixed pipes are installed through the space formed in a recessed structure on the side where the inner pontoon frame abuts; It consists of an outer pontoon frame in which fiber-reinforced concrete surrounds the outside of the inner pontoon frame.

An inlet for controlling buoyancy by injecting liquid or gas into the upper portion of the inner pontoon frame, and a lid for opening and closing the inlet are installed, and on the upper side of the outer pontoon frame to open and close the lid of the inner pontoon frame accommodated therein A perforation that can be formed is formed.

Figure 5 shows a cutaway view in which the internal pontoon frame of the present invention is partially cut away. The inner pontoon frame 200 of the present invention has a hexahedral shape with an empty interior, and one or more recessed portions formed along the periphery of the side are spaced apart from each other up and down, so that the inner pontoon frame forms a concave-convex structure on the side cross-section. In addition, the inner pontoon frame of the present invention is formed of a polyethylene (PE; poly ehtylene) material, so that it is easy to mold into the structure according to the present invention while reducing specific gravity.

An inlet is formed on the upper portion of the inner pontoon frame to control buoyancy by injecting liquid or gas into it, and a lid 201 is installed to open and close the inlet. A plurality of inner pontoon frames are accommodated inside a single outer pontoon frame. According to an embodiment of the present invention, four internal pontoon frames are accommodated inside one external pontoon frame, but the number of internal pontoon frames is not limited thereto as long as the concrete pontoon of the present invention floats stably on the water surface.

As shown in FIG. 6 when a plurality of internal pontoon frames are accommodated, one or more are installed to be adjacent to each other in the horizontal or vertical direction. At this time, a space portion through which the fixing pipe 300 can be installed is formed between the adjacent inner pontoon frame side portions by the recessed portion 250 structure.

7 shows a fixed pipe of the present invention. The fixed pipe 300 is made of an outer fixed pipe 301 formed of a polymer material such as polyethylene or polypropylene in the shape of a pipe, and an inner fixed pipe 302 made of steel and inserted through the outer fixed pipe to be installed. can Male and female threads are formed on both ends of the inner fixing pipe, respectively, so that the adjacent external pontoon frames can be connected and fixed.

8 is an internal perspective view of a unit pontoon of the present invention. When one or more inner pontoon frames are installed adjacent to each other, the fixing pipe is installed horizontally and longitudinally so as to penetrate the circular space formed by the recessed structure of the inner pontoon frame. In this case, one or more horizontal and vertical fixed pipes may be installed in multiple stages in the upper and lower directions as one set. In this case, the fixed pipes in the horizontal and vertical directions as a set may be cross-installed as shown in FIG. 8 .

Threads are formed on both end sides of the inner fixed pipe and may be formed with a length in which the distal end can protrude to the side of the outer pontoon frame. The screw thread structure is installed so that the end of the fixing pipe protrudes from the connection part of the external pontoon frame to be described later, and is screwed to the side of the external pontoon frame through a fastener to be fixed. The fastener may preferably be implemented in a bolt structure.

In addition, the inner fixed pipe may be formed so that insertion or separation into the outer fixed pipe is possible. In the case of connecting one or more unit pontoons to this, installation of the assembly can be made easier by inserting an internal fixing pipe formed by one end length of the pontoon assembly after the connection is completed and screwing both ends through a fastener as a medium.

The fixed pipe serves as an aggregate of the Dinwe pontoon to enhance durability, and when one or more concrete pontoons are connected and installed as an assembly, it may serve to connect neighboring concrete pontoons.

A through hole 102 is formed in the upper side of the outer pontoon frame to open and close the lid of the inner pontoon frame accommodated therein. In addition, the end of the connection pipe to be described later protrudes along the periphery of the side of the external pontoon frame, and the connection part 101 is formed so that one or more external pontoon frames can be connected and installed in a horizontal or vertical direction. The connection part has a structure in which the protruding connection part 110 is formed on one side of the external pontoon frame and the groove connection part 120 is formed on the neighboring side, and the groove connection part and the protruding connection part cross each other along the periphery.

9 shows an extended parking lot pontoon facility in which one or more unit pontoons of the present invention are connected in the horizontal and vertical directions. The outer pontoon frame formed by enclosing the outside of the inner pontoon frame made of a hexahedron is formed in a hexahedron like the inner pontoon frame, and the corner portion (A) is made of rounding processing. The rounded corners (A) of the external pontoon are connected to the front, back, left and right to form a certain space (B). This space is penetrated in the depth direction of the external pontoon and is made underwater, so it can be used to penetrate the rope and fix it on the bottom of the sea floor.

10 shows an enlarged view of the connection to the parking lot pontoon facility. When one or more external pontoon frames are connected and installed to expand as a pontoon assembly, the protruding connection part is fixed corresponding to the groove connection part, while the fixing pipe is connected via a fastener to improve fixing force. As an embodiment of the fastener, it may be formed of a bolt. Accordingly, as a concrete pontoon assembly, it is possible to more easily assemble by turning a fastener after assembly, thereby reducing the time and effort at the time of installation of the structure.

11 shows a schematic diagram of a manufacturing method of a parking lot pontoon facility part of the present invention. The manufacturing method of the parking lot pontoon facility part of the present invention includes a formwork manufacturing step (A) made of an external pontoon frame shape with a metal material such as iron or aluminum alloy; In a hexahedral shape with an empty interior of polyethylene (PE) material, one or more depressions formed along the perimeter of the side are formed in multi-stage top and bottom to form a concave-convex structure on the side cross-section. Installing a plurality of pieces so as to be adjacent to each other in the horizontal and vertical directions in the inner space of the formwork (B); Installing an external fixing pipe into a space formed by a recessed part structure between the adjacent side parts of the plurality of installed internal pontoon frames (C); A molding step (d) of injecting air or liquid into the internal pontoon frame inlet installed in step (c) and pouring fiber-reinforced concrete raw materials into the formwork to pour concrete; A drying step (E) of drying the concrete cast and molded in step (D); The fixing step (bar) of inserting the internal fixing pipe into the external fixing pipe through the step (E) and fixing it to the external pontoon frame through a fastener.

(A) Formwork manufacturing stage

Formwork manufacturing step (A) of the present invention is a step of manufacturing a formwork capable of pouring concrete so as to manufacture the external pontoon frame structure. The formwork may be formed of a metal material such as iron or aluminum alloy so as to be completed in a certain size of the external pontoon frame.

The formwork according to an embodiment of the present invention is made of an aluminum alloy material, and a through hole is formed on the upper side to open and close the lid of the inner pontoon frame accommodated therein, and a protrusion is formed on one side of the outer pontoon frame and the neighboring side A groove portion is formed in the side surface along the periphery, and the groove portion and the protrusion portion intersect each other.

(B) Internal pontoon frame installation step

The internal pontoon frame installation step (b) of the present invention is a step of installing one or more internal pontoon frames in the horizontal and vertical directions in the inner space of the formwork. At this time, the plurality of internal pontoon frames are installed so that their sides contact each other during installation, so that a fixing pipe, which will be described later, is installed so that the internal pontoon frames are adjacent to each other so that they can be penetrated and fixed to the space formed by the recessed structure.

(C) Fixed pipe installation stage

The fixing pipe installation step (c) of the present invention is to install a fixing pipe in a space formed by a plurality of internal pontoon frames. In the case where the fixed pipe is of a separate type, not an integral type, in the fixed pipe installation step according to the present invention, the outer fixed pipe is installed according to step (c) of the present invention, and after a molding step to be described later, the inner fixed pipe is installed. It is safe to insert and fix the pipe.

(D) Forming step

The forming step (d) of the present invention includes the step of injecting a liquid into the inlet of the inner pontoon frame installed in the step (c) and molding the outer pontoon frame by injecting concrete raw materials into the formwork.

The liquid may contain water, and the liquid injection is to prevent the concrete raw material from being partially contracted during the forming step or from deforming the shape of the weaker inner pontoon frame in the drying step to be described later after forming or the pressure of the concrete.

The raw material for concrete referred to above includes fiber-reinforced concrete (hereinafter referred to as FRC), which is referred to in the present invention as fiber-reinforced concrete.

refers to a composite material made by evenly dispersing long and short fibers such as steel fibers, glass fibers, polymer fibers, carbon fibers, asbestos, and polypropylene fibers using metal, glass or synthetic resin as raw materials in mortar or concrete. It can increase strength and crack resistance and improve toughness.

In addition, a plurality of inner pontoon frames of the present invention are installed in the horizontal and vertical directions, and recessed portions are formed along the periphery of the side of the inner pontoon frame, and the recessed portions are formed to be spaced apart from one another in the upper and lower directions to form a concave-convex structure on the side cross-section. will have At this time, the recessed structures of the inner pontoon frames installed adjacent to each other contact each other to form a circular space, and a fixed pipe is inserted into the space.

When the concrete is poured into the formwork, the concrete flows into the circular space formed when the depression formed along the side circumference of the inner pontoon frame and the depression structure of the inner pontoon frame contact each other to fill the space, forming a vertically connected column shape. do. During the pouring of concrete, vibration is provided from the lower surface so that it flows naturally.

12 shows the shape of a column formed by installing concrete between a plurality of internal pontoon frames as the concrete is installed. In the column shape, one or more cross-pillars formed by intersecting horizontal and vertical column structures are formed in multiple stages in the vertical direction, and a central column is formed in the center of the cross-pillar. It is possible to prevent the external pontoon frame from being damaged due to cracks occurring in the material by providing the force that the pontoon itself can withstand the external pressure from the inside.

(E) Drying step

The drying step of the present invention includes drying the fiber-reinforced concrete cast and molded in step (d).

(F) Fixation step

The fixing step of the present invention includes fixing to the side of the external pontoon frame through a fastener at the end of the fixing pipe of the step (E). At this time, when the outer and inner fixed pipes of the fixed pipe are separated and only the outer fixed pipe is installed in step (c), the inner fixed pipe is inserted into the outer fixed pipe in step (f) according to the present invention and the fastener is inserted. It may include the step of fixing to the side of the external pontoon frame as a medium.

In addition, when one or more unit pontoons are connected in the horizontal and vertical directions to form a concrete pontoon assembly to expand the area, the concrete pontoon assembly is connected in the fixing step according to the present invention and the one or more concrete pontoons are fixed through a fastener It may include the step of connecting and fixing the pipe.

The fastener according to an embodiment of the present invention has a bolt shape corresponding to the fixing pipe, and even if the area of the pontoon is expanded, the assembly can be installed by screwing to easily turn the fixing pipe and connect it, thereby reducing the time and effort required for installation, It has the advantage of being easy to disassemble even after installation.

In addition, as the fixed pipe is formed in a double pipe structure and the concrete is built into the space where the inner pontoon frame is adjacently formed to form a concrete column, the lifespan of the device can be increased by increasing the durability to withstand internal and external pressure. .

The present invention is a floating type, and the resistance to the passage of ocean currents is not large compared to the existing pier facilities, enabling stable vessel berthing. By providing the strength to withstand the pressure, it provides strong durability and buoyancy to enable parking facilities and the entire vessel as well as stability against rolling, which is the left and right fluctuations in the water, as it is molded from fiber-reinforced concrete as a raw material. At the same time, the floating parking facility of the present invention by providing resistance to the reway, which is a force pushed by the waves, has the effect of providing a more stable offshore parking space by preventing shaking or being pushed by the waves.

In the case of the existing parking lot near the port, it is possible to solve the problem of burden and limitations in reducing the site area, and it is possible to install parking facilities in an offshore space that is free to increase or decrease the site area. There is availability.

S: Ocean A: Ship
10: Entrance 20: Pier facility
30: parking lot 100: external pontoon frame
101: connecting portion 102: through hole
105: bolt hole 110: protruding connection part
120: groove connection
200: inner pontoon frame 201: lid
250: recess 300: fixed pipe
301: external fixed pipe 302: internal fixed pipe
400: Parking lot pontoon facility department
500: passageway 600: berthing facility department

Claims (5)

A plurality of concrete pontoons capable of buoyancy control on the sea in contact with the coastal road are combined to have a certain area to form a parking lot pontoon facility; It is made by forming a vehicle movement path connecting the pontoon facility part and the coastal road,
The parking lot pontoon facility part has a hexahedral shape with an empty inside, and a plurality of inner pontoon frames are installed so that the inner pontoon frame, which is formed along the perimeter of the side, is spaced apart at least one up and down, so that the side faces abut in the horizontal and vertical directions. become,
A unit pontoon consisting of an external pontoon frame in which a fixed pipe is installed through a space formed in a recessed structure on a side surface where the internal pontoon frame abuts, and fiber-reinforced concrete surrounds the outside of the internal pontoon frame is formed in the horizontal and vertical directions An offshore floating parking lot using a concrete pontoon with adjustable buoyancy, characterized in that it is connected to one or more A docking facility that protrudes to a certain area in the sea in contact with the coastal road is installed, and a plurality of concrete pontoons with adjustable buoyancy are combined to have a certain area to form a pontoon facility, and a vehicle movement path is connected between the pontoon facility and the docking facility. is made,
The parking lot pontoon facility part has a hexahedral shape with an empty inside, and a plurality of inner pontoon frames are installed so that the inner pontoon frame, which is formed along the perimeter of the side, is spaced apart at least one up and down, so that the side faces abut in the horizontal and vertical directions. become,
A unit pontoon consisting of an external pontoon frame in which a fixed pipe is installed through a space formed in a recessed structure on a side surface where the internal pontoon frame abuts, and fiber-reinforced concrete surrounds the outside of the internal pontoon frame is formed in the horizontal and vertical directions An offshore floating parking lot using a concrete pontoon with adjustable buoyancy, characterized in that it is connected to one or more According to claim 1 or 2, wherein the fixing pipe is an external fixing pipe made of a pipe shape, and an internal fixing pipe made of steel is inserted through the inside of the external fixing pipe, and both ends of the internal fixing pipe are each with female and male threads. An offshore floating parking lot using a concrete pontoon with adjustable buoyancy, characterized in that this is formed so that it can be fixed by connecting the adjacent external pontoon frames [Claim 4] The offshore floating parking lot using a concrete pontoon with adjustable buoyancy according to claim 3, wherein a connection part formed by crossing a protrusion and a groove along the circumference of the side is formed on the side surface of the external pontoon frame. According to claim 3, wherein the upper portion of the inner pontoon frame is provided with an inlet that can adjust the buoyancy by injecting liquid or gas into the inner, and a lid that can open and close the inlet, and the upper surface of the outer pontoon frame is accommodated therein. An offshore floating parking lot using a concrete pontoon with adjustable buoyancy, characterized in that a through hole for opening and closing the lid of the pontoon frame is formed

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