KR20130024101A - Method for constructing cubic construction - Google Patents

Abstract

PURPOSE: A fabrication method for constructing a cubic structure is provided to enable a layperson to easily handle, transport, and construct a cubic structure by assembling members and to improve thermal insulation and structural strength of the cubic structure. CONSTITUTION: A fabrication method for constructing a cubic structure comprises the steps of: assembling four walls by combining multiple panel members(110), corner connecting members, and edge connecting members(120); and assembling a ceiling panel. The panel members have coupling protrusions on two neighboring sides and coupling grooves on the other two sides. The corner connecting members have a coupling groove corresponding to the coupling protrusion of the panel members, an L-shaped coupling protrusion(123), and a coupling groove. The edge connecting members have an L-shaped coupling protrusion corresponding to the L-shaped coupling groove of the corner connecting members, an L-shaped groove corresponding to the coupling protrusion of the corner connecting members, and an L-shaped coupling groove.

Description

Method for constructing cubic construction

The present invention relates to a prefabricated construction method of a cube structure building, more specifically, can be easily installed even if not expert, light weight, easy to handle, transport and construction, can meet the thermal insulation and structural strength, and do not deteriorate As a result, it is possible to construct a building with excellent durability, to lower the cost of construction and to increase consumer preference, and to provide a method of prefabricated construction of a cube structured building to satisfy structural strength even in a multi-layered structure. will be.

In general, as a method of constructing a building, there are masonry methods that have been used since ancient times, a method of placing concrete using formwork, a method of using wood, and a method of using a sandwich panel.

However, such a construction method of the conventional building can be constructed only by skilled workers, it takes a lot of time to build the building is low workability, there is a problem that the building price is increased due to the high construction cost.

In order to solve this problem, recently, a method of assembling in a container house or a modular method that is manufactured and shipped from a factory has been used.

However, the container house has a lot of problems in insulation, and the factory-made modular structure has a problem that the consumer's preference is low because the unit price is high.

An object of the present invention is to provide a prefabricated construction method of a cube-structured building that can be easily constructed even if not professional.

It is another object of the present invention to provide a prefabricated construction method of a cube structured building which is light in weight, easy to handle, transport and construct.

Still another object of the present invention is to provide a prefabricated construction method of a cube-structured building that can satisfy heat insulation and structural strength and can be constructed with excellent durability.

Still another object of the present invention is to provide a prefabricated construction method of a cube structured building that can increase consumer preference by making construction materials cheap and making construction quick and easy, thereby significantly lowering construction costs.

Still another object of the present invention is to provide a prefabricated construction method of a cube-structured building to satisfy structural strength even when constructed in a multilayer structure.

Still another object of the present invention is to provide a prefabricated construction method of a cube structure building to facilitate the construction of the conduit.

In order to achieve the above object, the present invention is to construct the four wall and the ceiling plate in a prefabricated manner, is formed in a rectangular plate shape and the engaging protrusions 111, 112 are formed on two adjacent sides of the circumference, A plurality of panel members 110 having coupling grooves 113 and 114 corresponding to the coupling protrusions 111 and 112 on the other two sides, and having a L-shaped cross-section, the panel members on both long sides. Coupling grooves 121 and 122 corresponding to the coupling protrusions 111 and 112 of the 110 are formed, and the L-shaped coupling protrusion 123 is formed at one end in the longitudinal direction, and the other end is formed at the other end in the longitudinal direction. Corner connecting member 120 is formed with a coupling groove 124 corresponding to the L-shaped coupling protrusion 123, the rectangular plate-shaped horizontal plate portion (H), and the right angle to the adjacent corner of the horizontal plate portion (H) It has a pair of vertical plate portion (V1) (V2) extending in a shape, and the horizontal plate portion (H) A-shaped coupling protrusion 131 and the corner connecting member 120 corresponding to the L-shaped coupling groove 124 of the corner connecting member 120 along the adjacent side of the direct plate portion (V1) (V2). A-shaped groove portion 132 corresponding to the L-shaped coupling protrusion 123 is formed, and the L-shaped coupling protrusion 123 of the corner connecting member 120 is formed along the lower side of the vertical plate portions V1 and V2. Preparing a plurality of corner connecting member 130 is formed with the L-shaped coupling groove portion 133 corresponding to); Arrange the plurality of panel members 110 in a vertical state and combine adjacent ones to form four walls, and the panel member 110 positioned at the corners of the four walls to the corner connecting member 120. A one-story wall assembly step of assembling a one-story wall by connecting and reinforcing the one-story wall by a one-story reinforcement means; Assembling the first floor plate assembly to seat the deck plate 20 on the horizontal beam 12; Assembling the two-layer wall by assembling a plurality of panel member 110 and the corner connecting member 120 on the panel member 110 and the corner connecting member 120 constituting the one-layer wall and the second layer A two-layer wall assembly step of reinforcing walls by two-layer reinforcement means; And a plurality of panel members 110 arranged in a horizontal state to be coupled to adjacent ones, and coupled to each other by the plurality of corner connecting members 120 and the corner connecting members 130 to assemble a ceiling plate body. It provides a prefabricated construction method of the cube structure building comprising;

The one-layer reinforcing means is characterized in that it comprises a plurality of one-layer reinforcing pillars 11 installed on the inner edge of the corner connecting member 120 constituting the one-layer wall.

The upper layer of the first floor reinforcing column 11 is characterized in that the horizontal beam for the first floor reinforcement (12) is coupled.

The two-layer reinforcement means is characterized in that it comprises a plurality of two-layer reinforcement pillars 31 installed on the inner side of the panel member 110 constituting the two-layer wall.

The panel member 110 constituting the two-layer wall includes a pillar insertion groove 115 formed on an inner side thereof, and the two-layer reinforcement means is inserted into the pillar insertion groove 115 of the panel member 110. Characterized in that it comprises a two-layer reinforcement pillars 31 to be installed.

The upper end of the two-layer reinforcement column 31 is characterized in that for coupling the two-layer reinforcement horizontal beam (32).

The corner connecting member 120 constituting the two-layer ceiling plate body includes a reinforcement fitting groove 125 formed at an inner corner thereof, and the two-layer reinforcing means includes a reinforcing member fitting groove of the corner connecting member 120 ( An angle 41 having a horizontal portion 41a fitted to the 125 and a vertical portion 41b perpendicular to the horizontal portion 41a, and a reinforcement fitting groove 125 of the corner connecting member 120 facing each other. It characterized in that it comprises a connecting beam 42 for connecting the vertical portion 41b of the angle 41 fitted in.

Conduit insertion grooves 116 are formed on inner surfaces of the panel member 110 constituting the first and second floor walls, the conduit 51 is inserted into the conduit insertion grooves 116, and the conduit insertion grooves are formed. The conduit protection cover 52 is fitted to 116 to protect the conduit 51.

The present invention is easy to be constructed even if not professional because it is a prefabricated construction by a plurality of panel members provided with a joining protrusion on the circumference and a corner connecting member and a corner connecting member provided with a joining groove corresponding to the joining protrusion. There is an effect that can be constructed.

The present invention has an effect that the panel member, the corner connecting member and the corner connecting member are composed of a core material and a lightweight concrete surface layer bonded to the core material, so that each member is light and easy to handle, transport and install.

The present invention is to construct the building by assembling the panel member and the corner connecting member and the corner connecting member bonded to the core material and the surface layer material having excellent heat insulation and structural strength, can meet the heat insulation and structural strength of the constructed building, each member There is an effect that the durability is excellent because they are not altered.

The present invention is to construct the building by prefabricated by the panel member and the corner connecting member and the corner connecting member bonded to the core material and the surface layer material, the construction material is cheap, construction is quick, easy to make the construction cost can be significantly lowered, accordingly There is an effect that can increase the consumer's preference.

The present invention can satisfy structural strength even when constructing a multi-layered cube structure by structurally reinforcing the first and second floor structures by providing the first and second floor reinforcing means, respectively.

The present invention is to form a conduit insertion groove in the inner surface of the panel member constituting the wall to insert the conduit and to cover the conduit protection cover so that the construction of the conduit can be made easily.

1 to 20 shows a first preferred embodiment of the prefabricated construction method of the cube structure building according to the present invention,
1 is a perspective view showing a construction example,
2 is a perspective view and an exploded perspective view of the panel member;
3 is a perspective view and an exploded perspective view of the corner connecting member;
4 is a perspective view and an exploded perspective view of the corner connecting member from above;
5 is a perspective view and an exploded perspective view of the corner connecting member from below;
6 is an exploded perspective view for explaining the coupling of the panel member;
7 is an exploded perspective view for explaining the coupling of the panel member and the corner connecting member;
8 is an enlarged exploded view of a portion A of FIG. 1;
9 is an enlarged exploded view of part B of FIG. 1;
10 is an exploded perspective view of the corner connecting member in the assembled state of FIG. 9;
11 is an exploded perspective view showing a step of assembling the wall of the first floor,
12 is an exploded perspective view showing a step of assembling the ceiling plate body of the first floor,
13 is an exploded perspective view illustrating a two-layer wall assembly step;
14 is an exploded perspective view illustrating a two-layer ceiling plate assembly step;
15 is a cross-sectional view taken along line CC of FIG. 1;
16 is a sectional view taken along the line DD of FIG. 1;
17 is a cross-sectional view taken along line EE of FIG. 1;
18 is a cross-sectional view taken along line FF of FIG. 16;
19 is a cross-sectional view taken along the line GG of FIG.
20 is a perspective view showing a first modified example of the two-layer reinforcing member;
21 to 23 is a view showing a second preferred embodiment of the prefabricated construction method of the cube structure building according to the present invention,
21 is a perspective view and an exploded perspective view of the panel member used in the present embodiment;
22 is an exploded perspective view illustrating a two-layer wall assembly step;
Figure 23 is an exploded perspective view showing a two-layer ceiling plate assembly step,
24 to 26 show a third preferred embodiment of the prefabricated construction method of the cube structure building according to the present invention,
24 is a perspective view and an exploded perspective view of the corner connecting member used in the present embodiment;
25 and 26 are exploded perspective views showing a two-layer ceiling plate assembly step,
27 and 28 show a fourth preferred embodiment of the prefabricated construction method of the cube structure building according to the present invention,
27 is an exploded perspective view of the panel member and the conduit protective cover and the conduit used in the present embodiment;
28 is a perspective view showing a state in which a conduit is installed on a panel member using a conduit protection cover.

Hereinafter, with reference to the accompanying drawings a preferred embodiment of the prefabricated construction method of the cube structure building according to the present invention will be described in detail.

The prefabricated construction method of the cube structure building according to the first embodiment of the present invention by assembling four walls and ceiling plates using a plurality of panel members 110, corner connecting member 120 and corner connecting member 130. 1 and 2 to construct a cube structure building as shown.

That is, it includes a wall assembly step of assembling four walls by assembling a plurality of panel member 110, the corner connecting member 120 and the corner connecting member 130 and the ceiling plate assembly step of assembling the ceiling plate body.

2 shows a panel member 110 for constituting the main part of the floor and four walls and the ceiling of the cube structure building (C), and FIG. 3 shows the panel member 110 at the corner between the wall and the wall and the four walls and the ceiling. 4 and 5 show the corner connecting member 130 for connecting the panel member 110 and the corner connecting member 120 at the corner between the four walls and the ceiling. Will be shown.

As shown in FIG. 2, the panel member 110 is formed in a rectangular plate shape, and coupling protrusions 111 and 112 are formed at two adjacent sides of the circumference thereof, and the coupling is performed at the other two sides. Coupling grooves 113 and 114 corresponding to the dragon protrusions 111 and 112 are formed.

The panel member 110 includes a pair of square plate body surface layers 110b and 110c bonded to each other with a square plate body core material 110a and the core material 110a interposed therebetween.

In the illustrated example, the core material 110a and the surface material 110b and 110c are configured in a square plate shape having the same length and width, respectively, but the core material 110a and the surface material 110b and 110c are respectively It can also be configured as a rectangular plate body having a different length and width.

The core material 110a may be made of hard resin, and the surface material 110b, 110c may be made of lightweight concrete, or both the core material 110a and the surface material 110b, 110c may be made of hard resin. have.

When the core material 110a is made of hard resin and the surface material 110b, 110c is made of lightweight concrete, the core material 110a and the surface material 110b, 110c are separately molded to form a water-soluble adhesive. When the core material (110a) and the surface material (110b, 110c) are both made of a rigid resin can be molded integrally using a mold.

It is preferable to use high density expanded polystyrene (EPS) as the hard resin, but any material may be used as long as it has a material having similar moldability and strength.

The core material 110a and the surface material 110b and 110c are each formed in a rectangular plate shape having a predetermined length, width and thickness.

The hard resin core material 110a and the surface layer material 110b and 110c have the same length and width and are shifted from each other to form protrusions 111 and 112 on two adjacent sides of the periphery thereof. The coupling grooves 113 and 114 corresponding to the coupling protrusions 111 and 112 are formed at two adjacent sides.

The coupling protrusions 111 and 112 are formed by a shifted distance between the core material 110a and the surface material 110b and 110c.

As shown in FIG. 3, the corner connecting member 120 has an L-shaped cross section and is configured to have the same length as the length of the panel member 110, and for coupling the panel member 110 to both long sides. Coupling grooves 121 and 122 corresponding to the protrusions 111 and 112 are formed, and the L-shaped coupling protrusion 123 is formed at one end in the longitudinal direction, and the L-shaped coupling protrusion (at the other end in the longitudinal direction). A-shaped coupling groove 124 corresponding to 123 is formed.

The corner connecting member 120 includes a core member 120a forming an L-shaped cross section and a pair of surface layer members 120b and 120c having an A-shaped cross-section coupled to each other with the core member 120a interposed therebetween.

The core material 120a may be made of a hard resin, and the surface material 120b, 120c may be made of lightweight concrete, or both the core material 120a and the surface material 120b, 120c may be made of a hard resin. have.

When the core material 120a is made of hard resin and the surface material 120b, 120c is made of lightweight concrete, the core material 120a and the surface material 120b, 120c are separately molded to form a water-soluble adhesive. The core material 120a and the surface material 120b and 120c may be integrally formed using a mold when both the core material 120a and the surface layer material 120b and 120c are made of hard resin.

The core member 120a and the surface layer member 120b and 120c of the corner connecting member 120 are formed in an L-shaped cross section having a predetermined length, width and thickness, respectively.

The length of the core material 120a and the surface material 120b and 120c is equal to the length of the core material 110a and the surface material 110b and 110c of the panel member 110, and the length of the core material 120a. The width is narrower than the width of the surface material (120b), the width of the surface material (120c) is the same as the width of the core material (120a), the coupling grooves 121, 122 are formed on both long sides, At both ends of the longitudinal direction, the L-shaped coupling protrusions 123 and coupling grooves 124 are formed, respectively.

As shown in FIGS. 4 and 5, the corner connecting member 130 has a rectangular plate-shaped horizontal plate portion H and a pair of vertical plate portions extending at right angles to adjacent edges of the horizontal plate portion H. (V1) has a (V2), the letter A corresponding to the a-shaped coupling groove portion 124 of the corner connecting member 120 along the adjacent side of the horizontal plate portion (H) and vertical plate portion (V1) (V2) A-shaped groove portion 132 corresponding to the L-shaped coupling protrusion 123 of the type coupling protrusion 131 and the corner connecting member 120 is formed, and the lower side of the vertical plate portion V1 and V2 is formed. Accordingly, the L-shaped coupling groove 133 corresponding to the L-shaped coupling protrusion 123 of the corner connecting member 120 is provided.

The corner connecting member 130 has a core member 130a having a horizontal plate portion ha and a pair of vertical plate portions va1 and va2 extending at right angles to adjacent edges of the horizontal plate portion ha and the horizontal plate portion ha. The surface layer member 130b coupled to the inner side of the core member 130a and having a pair of vertical plate portions vb1 and vb2 extending at right angles to the horizontal plate portion hb and adjacent edges of the horizontal plate portion hb. The surface material having a pair of vertical plate parts (vc1) (vc2) coupled to the inside of the surface material (130b) and extending at right angles to adjacent edges of the horizontal plate part (vc) and the horizontal plate part (vc) ( 130c).

The core material 130a may be made of hard resin, and the surface material 130b, 130c may be made of lightweight concrete, or both the core material 130a and the surface material 130b, 130c may be made of hard resin. have.

When the core material 130a is made of hard resin and the surface material 130b, 130c is made of lightweight concrete, the core material 130a and the surface material 130b, 130c are separately molded to form a water-soluble adhesive. When the core material (130a) and the surface material (130b, 130c) are both made of a hard resin, it can be molded integrally using a mold.

The width and length of the horizontal plate portion hb of the surface material 120b and the height of the vertical plate portions vb1 and vb2 are equal to the width of the corner connecting member 120, The horizontal plate portion ha makes its width equal to the width of the horizontal plate portion hb of the surface material 130b, and its vertical width is smaller than that of the surface material 130b. The horizontal plate portion hc of the ash 130c has its width and length smaller than the width and length of the surface material 130b, so that the joining protrusion 131 and the joining groove 132 and 133 are formed. ) Is formed.

The core materials 110a, 120a, and 130a use a material having high structural strength and excellent thermal insulation.

The thickness of the core material (110a) and the thickness of the surface material (110b, 110c) is the same, but when the floor, wall and ceiling by the panel member 110 in consideration of the structural strength and thermal insulation, etc. The thickness can be designed.

For example, the length and width of the core material 110a is set to 1000 to 2000 mm, and the length and width of the surface material 110b and 110c is set to 900 to 1900 mm, and the core material 110a and the surface material 110b are formed. The thickness of 110c can be 60-100 mm.

The length of the core material 120a and the surface material 120b and 120c of the corner connecting member 120 may be 900 to 1900 mm, and the width of the surface material 120b and 120b may be 200 to 300 mm. .

The corner connecting member 130 may be 200-300 mm in length and width of the surface material (130b, 130c).

It is preferable to use high density expanded polystyrene as the hard resin, but any material may be used as long as it has a material having similar moldability and strength.

Hereinafter, a process of constructing a cube structure building by the prefabricated construction method of a cube structure building according to the present invention described above will be described.

[1F Wall Assembly]

6 and 11, the plurality of panel members 110, the coupling protrusion 111 and the coupling groove 113 are located at the side, and the coupling protrusion 112 is positioned at the side wall assembly step. The coupling protrusion 111 positioned at the side is positioned in the upper side and the coupling groove portion 114 is disposed at the lower portion, and the coupling protrusion 111 is inserted into the coupling groove 113 positioned at the side of the adjacent panel member 110 and the upper portion thereof. The coupling protrusion 112 positioned at the upper portion is inserted into the coupling groove portion 114 positioned at the lower portion of the panel member 110 positioned at the upper portion thereof.

At this time, the coupling protrusions 111 positioned on the side of each panel member 110 are all faced in the same direction, such as counterclockwise or counterclockwise, as shown in the example. Do.

The corner connecting member 120 is positioned at four corners forming four walls, and the coupling protrusion 111 of the panel member 110 is inserted into the coupling groove 121 of the corner connecting member 120. Panel members 110 positioned at the corners of the wall are connected by the corner connecting members 120 (see FIGS. 11 and 12).

At this time, the coupling groove portion 121 of the corner connecting member 120 corresponds to the coupling protrusion 111 of the panel member 110 is coupled to the panel member 110 and the corner connecting member 120, The coupling groove portion 122 of the edge connecting member 120 corresponds to the coupling groove portion 113 of the panel member 110, so that the panel member 110 and the edge connecting member 120 are not coupled in this portion. Will not.

In this part, as shown in FIGS. 7 and 11, the wall-side auxiliary connection member 140 is connected to the coupling groove portion 113 of the panel member 110 and the coupling groove portion 122 of the corner connecting member 120. The panel member 110 and the corner connecting member 120 are coupled by the insertion. The auxiliary connecting member 140 is composed of only a core material.

On the other hand, the upper and lower corner connecting members 120 are arranged on the lower portion of the corner connecting member 120 disposed on the upper portion of the corner connecting member 120 disposed at the upper portion of the L-shaped coupling protrusion 123 located at the top of the corner connecting member 120. It is inserted into the chamfer coupling groove 124 is located so that the corner connecting members 120 are coupled to each other.

In combining the panel member 110 and the panel member 110, the panel member 110 and the corner connecting member 120, the corner connecting member 120 and the corner connecting member 120, a water-soluble adhesive is applied to the joint. It is preferable to apply | coat so that these bonding may be made firm.

In the above-described wall assembly step, when the door or window is installed, as shown in FIGS. 1 and 11, the door door and the window installation part do not couple the panel member 100 to the door or window installation part. (W) can be assembled.

The door frame and the window frame constituting the door (D) and the window (W) for the coupling of the joining groove portion corresponding to the coupling protrusions 111 and 112 of the panel member 110 and the panel member 110. Coupling protrusions corresponding to the grooves 113 and 114 may be formed.

In the case where the cube structure building is constructed in a single layer, it is possible to construct a cube structure building having sufficient structural strength only by assembling the panel member 110, the corner connecting member 120, and the corner connecting member 130.

In the case of constructing a cube structure building in two or more floors, the one-story wall is reinforced by one-story reinforcement means.

As shown in FIG. 11, the one-layer reinforcing means includes a plurality of one-layer reinforcing pillars 11 installed at the inner edge of the corner connecting member 120 constituting the one-layer wall.

The first floor reinforcement pillar 11 is installed corresponding to the number of corners of the first floor wall in the structure of the cube structure building. In the present embodiment, the first floor of the cube structure building has four corners as an example in which four first floor reinforcement columns 11 are installed.

The first-layer reinforcing column 11 is fixed to the ground vertically before assembling the wall to the panel member 110, the corner connecting member 120. The method of fixing the first layer reinforcing column 11 to the ground may be fixed by anchor bolts screwed to the anchor bolt and anchor bolt to be embedded in the concrete anchor block and the concrete anchor block as in the conventional column fixing method. Since this is a conventional method, detailed illustration and description thereof will be omitted.

The first floor reinforcement pillars 11 are connected in pairs by a horizontal beam 12 for reinforcement at the upper end thereof.

In the present embodiment, H-beams are used as the first-level reinforcement pillars 11 and the first-level reinforcement horizontal beams 12, but square pipes or angles may be used depending on the conditions of the cube structure building.

If necessary, the first-layer reinforcement pillar 11 may be extended to the upper end of the two-story wall, and the horizontal beam 12 for the one-layer reinforcement may be provided at the upper end thereof. In addition, when the area of the one-story structure is large, the one-story reinforcement pillars constituting the one-story reinforcement means may be installed on the inner surface of the panel member 110 constituting the one-story wall.

[1F Ceiling Panel Assembly]

The deck plate 20 is seated on the first floor reinforcing horizontal beam 12 installed in the first floor wall assembly step.

The deck plate 20 may use an iron plate formed in a wave form as shown in the example, but a panel of a truss structure may be used.

The deck plate 20 is to support the bottom of the two-layer structure, it can be cast concrete slab or ondol panel construction thereon.

In addition, the lower surface of the deck plate 20 may be installed various equipment installed on the ceiling of the first floor structure.

[2 story wall assembly step]

In the step of assembling the two-layer wall, as shown in FIGS. 7 and 13, the plurality of panel members 110 are provided with a coupling protrusion 111 and a coupling groove 113 at the side, and the coupling protrusion 112 is disposed at the side. The coupling protrusion 111 positioned at the side is positioned in the upper side and the coupling groove portion 114 is disposed at the lower portion, and the coupling protrusion 111 is inserted into the coupling groove 113 positioned at the side of the adjacent panel member 110 and the upper portion thereof. The coupling protrusion 112 positioned at the upper portion is inserted into the coupling groove portion 114 positioned at the lower portion of the panel member 110 positioned at the upper portion thereof.

At this time, the coupling protrusions 111 positioned on the side of each panel member 110 are all faced in the same direction, such as counterclockwise or counterclockwise, as shown in the example. Do.

The corner connecting member 120 is positioned at four corners forming four walls, and the coupling protrusion 111 of the panel member 110 is inserted into the coupling groove 121 of the corner connecting member 120. Panel members 110 positioned at the corners of the wall are connected by the corner connecting members 120 (see FIGS. 11 and 12).

At this time, the coupling groove portion 121 of the corner connecting member 120 corresponds to the coupling protrusion 111 of the panel member 110 is coupled to the panel member 110 and the corner connecting member 120, The coupling groove portion 122 of the edge connecting member 120 corresponds to the coupling groove portion 113 of the panel member 110, so that the panel member 110 and the edge connecting member 120 are not coupled in this portion. Will not.

In this part, as shown in FIGS. 7 and 13, the wall-side auxiliary connection member 140 is connected to the coupling groove portion 113 of the panel member 110 and the coupling groove portion 122 of the corner connecting member 120. The panel member 110 and the corner connecting member 120 are coupled by the insertion. The auxiliary connecting member 140 is composed of only a core material.

On the other hand, the upper and lower corner connecting members 120 are arranged on the lower portion of the corner connecting member 120 disposed on the upper portion of the corner connecting member 120 disposed at the upper portion of the L-shaped coupling protrusion 123 located at the top of the corner connecting member 120. It is inserted into the chamfer coupling groove 124 is located so that the corner connecting members 120 are coupled to each other.

In combining the panel member 110 and the panel member 110, the panel member 110 and the corner connecting member 120, the corner connecting member 120 and the corner connecting member 120, a water-soluble adhesive is applied to the joint. It is preferable to apply | coat so that these bonding may be made firm.

In the above-described wall assembly step, when the door or window is installed, as shown in FIGS. 1 and 11, the door door and the window installation part do not couple the panel member 100 to the door or window installation part. (W) can be assembled.

The door frame and the window frame constituting the door (D) and the window (W) for the coupling of the joining groove portion corresponding to the coupling protrusions 111 and 112 of the panel member 110 and the panel member 110. Coupling protrusions corresponding to the grooves 113 and 114 may be formed.

If the area of the two-layer structure is large, the two-layer wall is reinforced by the two-layer reinforcing means.

The two-layer reinforcement means is shown in Figures 11 to 14,

It includes a plurality of two-layer reinforcement pillars 31 installed inside the panel member 110.

The two-layer reinforcement pillar 31 may be fixed to an anchor (not shown) to a concrete slab (not shown) that is disposed on the deck plate 20 constituting the first floor ceiling. The number of installations of the two-story reinforcement pillars 31 is determined according to the area of the two-story structure.

The two-layer reinforcement pillars 31 are connected in pairs by two-level reinforcement horizontal beams 32 at the upper end thereof.

[2nd Floor Ceiling Panel Assembly]

8, 9 and 14, the plurality of panel members 110 are arranged in a horizontal state, and the protrusions 111 and 112 for coupling the panel members 110 are arranged in the two-layer ceiling plate assembly step. Inserts into the coupling grooves 113 and 114 of the adjacent panel member 110 to be coupled.

The corner connecting member 120 is disposed at the corner where the four walls and the ceiling meet.

The panel member constituting the four wall by inserting the coupling protrusion 112 located on the upper portion of the panel member 110 constituting the four walls of the one-layer structure into the coupling groove portion 122 of the corner connecting member 120 ( 110 and the corner connecting member 120 is coupled, and the coupling groove portion 121 of the corner connecting member 120 to form a ceiling by inserting the coupling protrusion 111 of the panel member 110 forming a ceiling. The panel member 110 and the corner connecting member 120 to be coupled.

In this case, the ceiling member 120 is formed by inserting the ceiling side auxiliary connection member 150 into the coupling groove part 113 of the panel member 110 forming the ceiling and the coupling groove part 121 of the corner connecting member 120. 110 and the corner connecting member 120 to be coupled. The auxiliary connecting member 150 is composed of only a core material.

On the other hand, the corner connecting members 120 arranged in the horizontal direction to be coupled to the corner connecting members 120 by inserting the L-shaped coupling protrusion 123 into the L-shaped coupling groove 124.

The corner connecting member 130 is disposed at the four corners where the four walls and the ceiling meet, and the coupling protrusion 123 located at the top of the corner connecting member 120 forming the four walls of the corner connecting member 130. Inserted into the coupling groove 133 is located at the bottom to be coupled to the corner connecting member 120 and the corner connecting member 130 forming a four wall,

The corner connecting member 120 and the corner connecting member 130 forming the ceiling by inserting the coupling protrusion 123 of the corner connecting member 120 forming the ceiling into the coupling groove 132 of the corner connecting member 130. ) Are combined.

The panel member 110 constituting the two-story ceiling plate body is supported by the horizontal beam 32 for reinforcing the second floor.

After assembling the panel member 110, the corner connecting member 120, and the corner connecting member 130 to construct the one-layer structure and the two-layer structure, the inner and outer surfaces of the one-layer structure and the two-layer structure Cement mortar can be used to plaster or attach the interior and exterior materials.

21 to 23 show a second preferred embodiment of the prefabricated construction method of the cube structure building according to the present invention.

In the present embodiment, a column insertion groove 115 is formed in the inner surface of the panel member 110 constituting the two-layer wall, and the two-layer reinforcement pillar 31 is inserted, and the two-layer reinforcement means is configured. By inserting the layer reinforcement pillar 31 into the pillar insertion groove 115, the two-layer reinforcement pillar 31 is not protruded into the two-layer structure.

In the present embodiment, the other components are the same as in the above-described first embodiment, and the same parts will be denoted by the same reference numerals and detailed description thereof will be omitted.

24 to 26 show a third preferred embodiment of the prefabricated construction method of the cube structure building according to the present invention.

In this embodiment, the reinforcement fitting groove 125 is formed in the inner corner portion of the corner connector 120 constituting the two-layer ceiling plate body, and the two-layer reinforcing means is installed by using the reinforcing member fitting groove 125. .

In the present embodiment, the two-layer reinforcing means includes an angle 41 having a horizontal portion 41a fitted into the reinforcing member fitting groove 125 and a vertical portion 41b perpendicular to the horizontal portion 41a, It includes a connecting beam 42 for connecting the angle 41 fitted to the corner connector 120 facing each other.

The connecting beam 42 serves to support the panel member 110 constituting the two-story ceiling plate body.

In the present embodiment, since the other configurations are the same as those of the first embodiment, the same reference numerals are used for the same parts, and detailed description thereof will be omitted.

27 and 28 show a fourth preferred embodiment of the construction method of the cube structure building according to the present invention.

In the present embodiment, the conduit insertion groove 116 is formed on the inner side of the panel member 110 constituting the wall of the one-layer structure and the two-layer structure, and the conduit tube 51 is formed in the wire groove insertion groove 116. After insertion, the conduit protection cover 52 is inserted into the conduit insertion groove 116 to protect the conduit 51.

The conduit 51 is a wire that includes all the wires, such as various indoor lighting wires and heat transfer wires and communication wires are inserted.

In the present embodiment, since the other configurations are the same as those of the first embodiment, the same reference numerals are used for the same parts, and detailed description thereof will be omitted.

While the present invention has been described with reference to exemplary embodiments, it is to be understood that the invention is not limited to the disclosed exemplary embodiments and drawings, It will be understood that various modifications may be made by those skilled in the art.

11, 31: reinforcing columns 12, 32: horizontal beam
41: angle 42: horizontal beam
51: conduit 52: conduit protective cover
110: panel member 120: corner connecting member
130: corner connecting member

Claims (8)

By prefabricating four walls and ceiling panels,
It is formed in the shape of a square plate and the coupling protrusions 111 and 112 are formed on two adjacent sides of the peripheral portion, and the coupling groove portion 113 corresponding to the coupling protrusions 111 and 112 on the other two sides. A plurality of panel members 110 are formed 114,
It is formed in the L-shaped cross-section coupling grooves 121 and 122 corresponding to the coupling protrusions 111 and 112 of the panel member 110 on both sides, is formed in the longitudinal direction one end of the L-shaped coupling projections (123) is formed, the other end in the longitudinal direction connecting member 120 is formed with a coupling groove 124 corresponding to the L-shaped coupling protrusion 123,
A horizontal plate portion (H) and a pair of vertical plate portions (V1) (V2) extending at right angles to adjacent corners of the horizontal plate portion (H), the horizontal plate portion (H) and vertical plate portion ( V-shaped coupling protrusion 131 corresponding to the L-shaped coupling groove 124 of the corner connecting member 120 along the adjacent side of V2 and V-shaped coupling of the corner connecting member 120. A-shaped groove portion 132 corresponding to the protruding portion 123 is formed, and corresponds to the L-shaped coupling protrusion 123 of the corner connecting member 120 along the lower side of the vertical plate portions V1 and V2. Preparing a plurality of corner connecting member 130 is formed a groove-shaped coupling portion 133 for forming;
Arrange the plurality of panel members 110 in a vertical state and combine adjacent ones to form four walls, and the panel member 110 positioned at the corners of the four walls to the corner connecting member 120. A one-story wall assembly step of assembling a one-story wall by connecting and reinforcing the one-story wall by a one-story reinforcement means;
Assembling the first floor plate assembly to seat the deck plate 20 on the horizontal beam 12;
Assembling the two-layer wall by assembling a plurality of panel member 110 and the corner connecting member 120 on the panel member 110 and the corner connecting member 120 constituting the one-layer wall and the second layer A two-layer wall assembly step of reinforcing walls by two-layer reinforcement means; And
Two-level ceiling panel body for arranging a plurality of panel members 110 in a horizontal state to combine the adjacent ones, as well as by combining the plurality of corner connecting member 120 and the corner connecting member 130 to assemble the ceiling plate body Assembly step; Prefabricated construction method of a cube-structured building comprising a.
The method of claim 1,
The first floor reinforcement means is a prefabricated construction method of a cube structure building, characterized in that it comprises a plurality of first floor reinforcement pillars 11 are installed on the inner edge of the corner connecting member 120 constituting the first floor wall. .
The method of claim 2,
Prefabricated construction method of the cube structure building, characterized in that the first floor reinforcement pillars 11 is coupled to the horizontal beam 12 for reinforcement of the first floor.
The method of claim 1,
The two-layer reinforcement means is a prefabricated construction method of the cube structure building, characterized in that it comprises a plurality of two-layer reinforcement pillars 31 are installed on the inner side of the panel member 110 constituting the two-layer wall.
The method of claim 1,
The panel member 110 constituting the two-layer wall includes a pillar insertion groove 115 formed on the inner side thereof,
The two-layer reinforcement means is a prefabricated construction method of a cube structure building, characterized in that it comprises a two-layer reinforcement pillars 31 is inserted into the column insertion groove 115 of the panel member (110).
The method according to claim 4 or 5,
Prefabricated construction method of the cube structure building, characterized in that for coupling the two-layer reinforcement horizontal beam 32 on the upper end of the two-layer reinforcement pillar (31).
The method of claim 1,
Corner connecting member 120 constituting the two-layer ceiling plate body includes a reinforcement fitting groove 125 formed in the inner corner portion thereof,
The two-layer reinforcement means an angle 41 having a horizontal portion 41a fitted into the reinforcement fitting groove 125 of the corner connecting member 120 and a vertical portion 41b perpendicular to the horizontal portion 41a. And a connecting beam 42 connecting the vertical portion 41b of the angle 41 fitted into the reinforcement fitting groove 125 of the corner connecting member 120 facing each other. Prefabricated construction method.
The method of claim 1,
Conduit insertion groove 116 is formed on the inner side of the panel member 110 constituting the first and second floor walls,
Inserting a conduit 51 into the conduit insertion groove 116,
The conduit construction method of the cube structure building, characterized in that to protect the conduit 51 by inserting a conduit protection cover 52 in the conduit insertion groove 116.

Images