KR101403714B1 - Dragon palace building and method of construction thereof - Google Patents

Abstract

In order to maximize the utilization of the underground layer of a building, the present invention relates to an underwater structure of a dragon-shaped structure installed on a coastline, A top plate layer 20 constituting a peripheral bottom of the building 30 is formed on the ship and a protective wall 21 contacting the ground layer 10 is extended downwardly around the top plate layer, At least a portion of the circumference of the upper plate layer is in contact with the sea surface 13 and the upper plate layer portion contacting the sea surface extends downward by a predetermined length to form a wave barrier 22 for canceling the wave of the sea surface, And a post 23 supported by the seabed surface 14 is connected to the bottom of the building so that the seabed layer 32 under the upper plate layer is constructed in the seawater in the building and a construction method thereof.

Description

{DRAGON PALACE BUILDING AND METHOD OF CONSTRUCTION THEREOF}

More particularly, the present invention relates to a method of constructing a water-repellent submerged structure and a method of constructing the same. More particularly, To allow the user to view the undersea image of the dragon-like structure and to make the atmosphere as if it came to the dragon's palace.

Generally, to utilize the space effectively, the high-rise buildings are divided into the ground floor and the basement layer based on the ground. Among them, since the basement layer is buried in the underground, the utilization is not high and the residents are also avoided.

Therefore, in the viewpoint of the owner, it is considering various ways to enhance the utilization of the basement and to produce luxury. However, there is a limit to the underground without the recognition of the public.

In addition, a large aquarium is installed in the building to produce an ecosystem such as the sea. However, such an aquarium is not natural because it is not natural, so there is a limitation in producing an actual seabed atmosphere, There is a disadvantage that the cost of maintenance is expensive because fish must be purchased and rare fish require specialized knowledge and manpower to manage them.

In order to maximize the utilization of the underground layer of the building, the present invention for solving the problems of the above-mentioned prior art is to provide a method of improving the quality of the sea floor, It is an object of the present invention to provide a method of constructing a Yonggung submarine structure and a method of constructing the Yonggung submarine structure, which enables a guest or an audience in a shipwreck to have the same fantastic feeling as if they came to the Yonggung.

In order to achieve the above object, a first aspect of the present invention is to provide a marine-type undersea structure installed on a shoreline, comprising: a top plate layer 20 constituting a peripheral bottom of a building 30 on an extension of a ground surface 11 of the ground layer 10; And a protective wall 21 contacting the ground layer 10 is extended downward to surround the upper plate layer so that a seawater storage space is formed inside the protective wall 21 and at least a part of the circumference of the upper plate layer is sandwiched between the sea surface 13 The upper part of the upper plate layer contacting with the sea surface extends downward by a predetermined length to form a breaking wall 22 for canceling the waves of the sea surface and a post 23 supported on the bottom surface 14 at the lower end of the breaking wall So that the seabed layer (32) under the upper plate layer in the building is installed in the seawater.

A second aspect of the present invention is a Yonggung submarine structure separated from the coastline to the land side, wherein an upper plate layer 20 constituting a peripheral floor of the building 30 is formed on an extension of the ground plane 11 of the ground layer 10 A protection wall 21 contacting the ground layer 10 is extended downward to form a seawater storage space inside the protection wall 21 and a seawater storage space is formed in the seawater storage space for introducing seawater into the seawater storage space, An outflow channel 52 connected to the sea is formed in the lower part of the seawater storage space so that the seabed layer 32 at the lower part of the upper plate of the building is connected to the sea In the middle.

A third aspect of the present invention is that a seawater storage space for storing the seawater 12 is formed inside the seabed layer 32 of the building and a seawater storage space for storing the seawater 12 is formed, And a connecting passage 53 is formed in the upper part and the lower part, respectively.

According to one embodiment of the present invention, since the lower part of the building is constructed in a seawater storage space formed like an actual seabed or an actual seabed, various types of fishes and undersea can be seen through the sight window in the building, And seaweeds grow in seawater flowing from the actual sea or sea. Therefore, it is not necessary to have professional manpower or knowledge to manage them, and in addition to the initial construction cost, additional maintenance cost It takes almost no time.

In addition, it is possible to attract a large number of customers and tourists by installing a variety of amusement facilities such as hotel rooms, various theaters, recreation rooms, and saunas on the seabed floor in the sea, so there is an advantage of being guaranteed high profitability. Can be maximized.

BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 is a side view of a first embodiment of the invention. FIG.
FIG. 2 is a plan view of a funicular-type undersea structure according to a first embodiment of the present invention.
Figure 3 is a top view of the architrave-like undersea structure of Figure 2;
FIG. 4 is a side view of a construction site of a funicular-type undersea structure according to a second embodiment of the present invention.
FIG. 5 is a side view of a funicular-type undersea structure according to a third embodiment of the present invention.
FIG. 6 is a side view of a construction site of a funicular-type undersea structure according to a fourth embodiment of the present invention.

Hereinafter, preferred embodiments of the present invention will be described in detail with reference to the accompanying drawings. It should be understood, however, that there is no intention in the art to limit the present invention, as it is intended to be illustrative only and not for purposes of limitation, A detailed description thereof will be omitted.

FIG. 1 is a side view of a first embodiment of the present invention, FIG. 2 is a plan view of a long-haired underwater structure according to a first embodiment of the present invention, FIG. 3 is a cross- It is a plan view of the Rongun-shaped undersea structure of the form.

As shown in FIGS. 1 and 2, the first embodiment of the present invention may be installed in the form of a tethered shoreline. In order to prevent the inflow of seawater into the construction site during the construction of the building, .

First, a water film is constructed in the area for constructing the building 30, and a stratum 10 is excavated to construct a protective wall 21 by using concrete or the like, and the outside of the protective wall 21 is brought into contact with the stratum 10. The protection wall 21 is preferably made of a material having strong corrosion resistance against seawater such as seawater and having excellent water resistance against moisture. It is built all around.

After the protection wall 21 is installed, the building 30 is installed inside the protection wall 21, and the building 30 is installed on the sea floor 14. The building 30 is fixed to the rock mass 34 (PILE) 33, which is a general construction type of the high-rise building 30, so a detailed description thereof will be omitted.

After the building 30 is constructed, a ground 11 and an extended top layer 20 are formed between the protection wall 21 and the building 30 to form a peripheral floor of the building 30. The top floor layer 20 Is formed on an extension line with the paper surface 11 to form a ground around the building and at the same time the upper part of the upper plate layer is separated into the ground layer 31 and the lower part of the upper plate layer is separated into the seabed layer 32 in the building 30.

A portion of the upper plate layer 20 contacting the sea side, that is, a portion where the protective wall 21 is not provided, forms a barrier wall 22 vertically downwardly extending from the upper plate layer 20, It is possible to prevent waves from being directly transmitted to the building 30 or the sea floor layer 32 because the wave barrier 22 cancels the waves of the sea surface 13.

A plurality of posts 23 may be provided at the bottom of the break wall 22 to support the load of the break wall 22. The lower portion of the post 23 may be a PILE fixed to the rock bed 34, It is possible to increase durability.

When a space is formed between the plurality of posts 23, the seawater 12 flows into the seawater storage space under the upper plate layer 20 by the sea current or is discharged to the outside of the seawater storage space In this process, various kinds of fish naturally flow around the submarine bed (32), so there is no need for additional manpower or equipment for fish management and breeding.

The seawater storage space can be formed so as to have an actual seabed like seaweed, seaweed, coral reef and the like, and on the upper surface of the ground 11, A sand layer 11 'may be formed.

The sea floor of the building 30 may be directly exposed to sea level 13 on the seabed surface 14 as shown in Figure 2 because the seabed layer 32 is in direct contact with the actual seawater 12, The breakwater 40 is installed in an arch shape and water is allowed to flow only to both sides of the shoreline so that the breakwater 40 does not directly affect the building 30 even if a tsunami occurs .

As shown in FIGS. 2 and 3, the building may be square or circular, and the shape of the protection wall 21 may be formed in a square or circular shape so that the seawater storage space may be square or circular.

A first passage 41 through which the seawater passes can be formed in the portion of the breakwater 40 that is submerged in the seawater so that the seawater can circulate smoothly through the breakwater 40. In the breakwater 40, A second passage 42 through which seawater flows can be formed at a portion exposed above and a portion of the seawater can be passed through the second passage 42 when a tsunami or a tsunami is caused to reduce the impact.

An illuminating lamp 25 may be installed on the lower end surface of the upper plate layer 20 or on the inner wall of the protective wall 21 so that light such as sunlight can be irradiated to the seawater storage space below the upper plate layer 20, (25) may be a sunlight illumination lamp, and the installation position of the illumination light (25) is not limited.

FIG. 4 is a side view showing the structure of a long-haunted marine structure according to a second embodiment of the present invention. FIG. 5 is a side view of a long-haunted marine structure according to a third embodiment of the present invention. Examples and Embodiment 3 show an example in which the building 30 is installed on the land near the coastline without touching the coastline.

4, after the ground layer 10 near the shoreline is excavated to a certain depth, a protection wall 21 is formed around the entire periphery to which the building 30 is to be erected, and the outside of the protection wall 21 A building 30 is constructed inside the protection wall 21 by a conventional method after building a protective wall contacting with the ground layer 10 and the building 30 is protected by a pile 33 As shown in Fig.

After the building 30 is constructed, an upper floor layer 20 is formed between the protection wall 21 and the building 30 to form a peripheral floor of the building 30. The upper floor layer 20 is divided into the floor 11, Thereby forming a ground around the building and separating the upper portion of the upper plate layer into the ground layer 31 and the lower portion of the upper plate layer into the sea bed layer 32 in the building 30.

Next, in order to allow the seawater 12 to flow into the seawater storage space inside the protective wall 21 around the sea bed layer 32, that is, below the top plate layer 20, an inflow passage (not shown) 51, and an outflow passage 52 connected to the sea is formed in the lower part of the seawater storage space. At this time, if the sea level is located at the upper part of the seawater storage space, the seawater in the sea and the seawater in the seawater storage space, (51) and the outflow passage (52).

Opening and closing means 51 'and 52' such as a water gate can be formed in each of the inflow passages 51 and the outflow passages 52. In this case, seawater in the seawater storage space and seawater in the sea are mutually isolated Furthermore, when the temperature control means 60 is installed in the seawater storage space for raising or lowering the temperature of the seawater in the seawater storage space, the temperature of the seawater can be adjusted, so that an aquarium capable of raising, for example, It is possible.

In this case, a water pump 50 is installed in the inflow passage 51 so as to forcibly bring the sea water into the seawater storage space. In the outflow passage 51, The passage 52 is provided with an opening / closing means 52 '. When the opening / closing means 52 'is opened, sea water in the seawater storage space can be discharged to the sea due to its own weight.

The inflow passage 51 and the outflow passage 52 of the second and third embodiments can be constructed by excavating the ground layer 10 as in normal water and sewage works and can be constructed by sanding a soil or sand layer 11 '). In addition, a lighting lamp can be installed inside the seawater storage space to allow light such as sunlight to be irradiated.

FIG. 6 is a side view of a foreguy type submarine building according to a fourth embodiment of the present invention, which illustrates that another seawater storage space is formed in the sea bed layer 32.

Another seawater storage space capable of storing the seawater 12 can be formed inside the seabed layer 32 of the building 30 as shown in Fig. 6, wherein the cross section of the seabed layer 32 is' It can be shaped or circled.

A connecting passage 53 may be formed in the upper and lower portions of the seabed layer 32 to allow the outer space of the seabed layer 32 and the inner space of the seabed layer 32 to communicate with each other. May be circulated through the connecting passage 53. [

Structures such as the other inflow passage 51 and the outflow passage 52, the soil or the sand layer 11 ', and the illumination lamp 25 are the same as those described above, and a detailed description thereof will be omitted.

Although the present invention has been described in connection with the preferred embodiments described above, it will be appreciated by those skilled in the art that various other modifications and variations can be made without departing from the spirit and scope of the invention, All such changes and modifications are intended to be within the scope of the appended claims.

10: strata 11: ground 11 ': earth or sand
12: sea water 13: sea level
14: Sea bottom surface
20: upper plate layer 21: protection wall
22: Breaking wall 23: Post
24: File 25: Lighting light
30: Building 31: Ground floor
32: Submarine layer 33: File
34: Rock bed
40: breakwater 41: first passage 42: second passage
50: water pump 51: water supply pipe 51 ': opening / closing means
52: water pipe 52 ': opening / closing means 53:
60: Temperature control means

Claims (14)

The present invention relates to a structure of a water-repellent marine structure installed on a shoreline, in which an upper plate layer 20 constituting a peripheral bottom of a building 30 is formed on an extension of a ground plane 11 of the ground layer 10, 10 is extended downward so that a seawater storage space is formed inside the protective wall 21. At least a part of the circumference of the upper plate layer is in contact with the sea surface 13, (23) connected to the bottom surface (14) is connected to the lower end of the wave barrier wall so that the submarine layer (32) below the upper plate layer in the building is connected to the post (23) This structure is constructed in the middle of the seawater.
The method according to claim 1,
A plurality of the posts (23) are spaced apart to allow seawater to be introduced into or discharged from the lower part of the upper plate layer by a sea current.
The method according to claim 1,
Wherein a breakwater (40) is formed on the sea side of the building (30) so as to protrude above the sea surface (13) from the sea floor surface (14).
The method of claim 3,
Wherein a first passage (41) through which seawater flows is formed in a portion of the breakwater (40) that is submerged in seawater.
The method of claim 3,
And a second passage (42) through which seawater flows is formed in a portion of the breakwater (40) exposed on the sea surface.
The upper part of the upper plate layer 20 constituting the peripheral floor of the building 30 is formed on an extension of the ground plane 11 of the ground layer 10, A protective wall 21 contacting the ground layer 10 extends downward to form a seawater storage space inside the protective wall 21 and an upper portion of the seawater storage space is connected to an inlet passage And an outflow passage (52) connected to the sea for discharging seawater is formed in the lower part of the seawater storage space, and a seabed layer (32) below the upper plate layer in the building is located in the seawater Yonggung - shaped submarine architecture.
The method according to claim 6,
A seawater storage space for storing the seawater 12 is formed inside the seabed layer 32 of the building, and a connecting passage (not shown) is formed at the upper and lower portions of the seabed layer so that the inner seawater and the outer seawater of the seabed layer can be circulated. 53) are formed on the bottom of the water-repellent structure.
8. The method according to claim 6 or 7,
Wherein the inflow passage and the outflow passage are provided with opening and closing means for selecting inflow and outflow of seawater, respectively.
8. The method according to claim 6 or 7,
The sea bed (32) is located higher than the sea level, and the inflow passage is provided with a water pump (50) for raising seawater, and the outflow passage is provided with opening / closing means for selecting the outflow of seawater Yonggung - shaped submarine architecture.
8. The method according to claim 6 or 7,
And a temperature control means (60) for increasing or decreasing the temperature of seawater in the seawater storage space.
The method according to any one of claims 1, 6, and 7,
Wherein the seawater storage space is provided with an illumination lamp (25).
The method according to any one of claims 1, 6, and 7,
Wherein a soil or sand layer (11 ') is formed on the top plate layer (20).
A method of constructing an infant-footed undersea structure according to claim 1,
A water film construction step for preventing inflow of seawater into an area for constructing the building 30,
A protective wall building step of constructing a protection wall 21 around all of the building 30 except for a portion contacting the sea side after excavating the ground layer 10 so that the outside of the protection wall is in contact with the ground layer 10;
Constructing the building (30) on the underside within the protection wall (21)
Constructing a floor and an extended top layer (20) between the protective wall (21) and the building (30) to form a peripheral floor of the building (30)
And a plurality of posts separated from each other at a lower end of the wave barrier wall by extending a wave barrier wall (22) in contact with the sea surface at a portion of the upper plate layer (20) .
A method of constructing a dragon-shaped undersea structure according to claim 6,
A protection wall building step of building a protection wall 21 around the entire periphery of the building 30 after excavating the ground layer 10 so that the outside of the protection wall is in contact with the ground layer 10;
Installing a building (30) inside the protective wall,
Constructing a floor and an extended top layer (20) between the protective wall (21) and the building (30) to form a peripheral floor of the building (30)
And installing an inflow passage and an outflow passage in which the sea water storage space and the sea are interconnected so that the seawater 12 flows into and out of the upper portion of the seawater storage space below the upper plate layer. Way.

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