KR20180024729A - Super High-Rise Modular Structure Using Modular Unit - Google Patents

Abstract

The present invention relates to a super high-rise modular structure using weight transfer pillars and modular units having brackets for vertically coupling pillars. The super high-rise modular structure adjacently, horizontally and vertically laminates the modular units. Each modular unit include: four ceiling beams (10); four floor beams (20); upper brackets (30a) for vertically coupling pillars; lower brackets (30b) for vertically coupling pillars; and four pillars. Therefore, the super high-rise modular structure can drastically shorten a construction period.

Description

BACKGROUND OF THE INVENTION 1. Field of the Invention [0001] The present invention relates to a modular unit having a column vertical coupling bracket and a high-

[0001] The present invention relates to a modular unit having a column vertical coupling bracket and a high-rise type modular building using a load transmission column, and more particularly to a modular structure in which a transfer girder is constituted between a vertically stacked modular unit and a modular unit, A modular unit having a column vertical coupling bracket for constructing a high-rise modular unit structure by constituting a load transmission column on the outside and transferring the load of the upper layer modular unit to a load transmission column through a transfer girder, Layer type modular building.

In general, the modular unit is constructed in such a way that various kinds of interior materials, mechanical equipment, electric wiring and the like are previously installed in a structure composed of a plurality of cubes at a factory, So that the modular unit structure is constructed.

Such a modular unit structure increases the load to the lower part of the structure when the number of layers increases in vertical stacking, and the size of the cross section of the modular unit should be enlarged to accommodate the increased load. In addition, in order to effectively resist the lateral load due to the difference in rigidity of the pillars located on the inner side and the outer side of the plane, the size of the column section located on the outer side must be increased.

However, since the shapes of the modular units are all the same, it is difficult to form different cross sections, and it is difficult to construct them. In addition, if the cross section of the column is increased due to the characteristics of the modular unit, it is difficult to form an insufficient space, There is a problem in that integration with the semiconductor device is not achieved.

As a background of the present invention, there is a patent registration No. 1403211, "a high-rise type modular unit" (Patent Document 1). In the above-described background art, a modular unit comprising a combination of a column and a beam is characterized in that one end portion is inserted into the hollow portion of the columnar section from the upper end portion of the column to be coupled therewith and the other end portion is protruded from the upper end portion of the column, And a connecting plate formed integrally with a triangular brace on the inner edge of the outer joint portion is coupled to an outer surface of a connection portion between the column and the beam, When the units are coupled together, the column connector of the column of the lower modular unit is connected to the hollow portion of the lower column of the upper modular unit so as to be coupled to each other. By vertically coupling the units, the construction error can be reduced, And it is possible to smoothly transmit the load, and the connecting plate And it is proposed that the structure of the junction of the column and the beam is simple, and the joining and disassembly is easy through the connection plate between the exposed modular units, so that it can be applied to the high-rise structure.

However, the above background art has a problem that when the number of storeys increases, the load increases to the lower part of the structure and the increased load can not be accommodated.

Patent No. 1403211 "High-rise type modular unit"

SUMMARY OF THE INVENTION The present invention has been made to solve the above problems, and it is an object of the present invention to provide a transferring girder between a vertically stacked modular unit and a modular unit, a load transmission column on the outer side of the modular unit, The modular unit structure can be constructed without over-designing the modular unit or installing a separate reinforcing material, and the column vertical joining bracket is formed at the joining portion of the column and the beam of the modular unit It is possible to construct the ceiling material or bottom plate only on the ceiling information and floor beam by assembling the column to the column vertical coupling bracket, and it is possible to construct the column by assembling only the column on the expansion bracket in the field. It is easy to transport and construct, and air Modular unit with column vertical coupling bracket that allows the cross section of the outer column to be extended according to the size of the load to be accommodated in the column vertical coupling bracket, and a high-rise modular building using the load transmission column The purpose is to provide.

The present invention is characterized by comprising four pieces of cloth information constituted by a rectangular shape; Four bottom beams formed in a rectangular shape spaced apart from the bottom of the cloth information by a predetermined distance; A top vertical joining bracket and a bottom vertical joining bracket, each of which is composed of an a-shaped vertical joining portion and an extending portion extending inward from an upper end and a lower end of the central joining portion, respectively, ; A modular unit including a pair of outer pillars and a pair of inner pillars, which are vertically coupled to each other so as to vertically connect between the upper column vertical coupling bracket and the lower column vertical coupling bracket, A center member having a predetermined length and an end member formed by dancing higher than the dancing of the center member are disposed in the middle of the center, The transfer girders formed at both ends in the longitudinal direction of the members are arranged such that the end members at both ends of the transfer girders are located on the outer and the outer pillars on both sides of the vertically stacked modular unit, And the outer end of the end member is coupled to the load transmission column Layer modular building using a modular unit having a column vertical coupling bracket and a load transmission column.

Wherein the transfer girder is formed only between vertically stacked modular units of a lower level up to a certain height from the ground and the modular unit, and a modular unit having a column vertical coupling bracket and a modular structure using a load transmission column .

Also, it is intended to provide a modular unit having a column vertical coupling bracket and a high-rise modular building using a load transmission column, wherein the upper column vertical coupling bracket and the lower column vertical coupling bracket have a C-shaped cross section.

The vertical column vertical coupling bracket and the vertical column vertical vertical coupling bracket have a plurality of stiffeners formed in a vertical direction on the inner side so as to connect the extended portion and the extended portion. Layer type modular building using columns.

Also, it is intended to provide a modular unit having a column vertical coupling bracket and a high-rise modular building using a load transmission column, characterized in that dancing of an upper column vertical coupling bracket is largely formed rather than dancing of cloth information.

Also, it is desired to provide a modular unit having a column vertical coupling bracket and a high-rise modular building using a load transmission column, wherein the bracket for vertical connection of the upper column is pin-joined.

A part of the column is composed of an outer column located on the outside and the rest is composed of an inner column located inside without touching the outside or composed of only the outer column and the outer column is provided with an upper expandable bracket and an extension part of a lower expandable bracket And one or more expanding columns are coupled to connect the expanding portion in the vertical direction so that the cross section of the outer column is expanded from the upper layer portion to the modular unit of the lower layer portion. Layer type modular building using columns.

Also, it is intended to provide a modular unit having a column vertical coupling bracket and a high-rise modular building using a load transmission column, wherein the expandable column is formed in a d-shaped cross-section.

In addition, the size of the cross-section of the expandable column is formed to be equal to or smaller than the width of the cross-section of the floor beam, and the modular unit having the column vertical coupling bracket and the modular building using the load- .

Also, it is desired to provide a modular unit having a column vertical coupling bracket and a high-rise modular building using a load transmission column, wherein the transfer girder is formed in an H-shaped section or a C-shaped section.

Further, the transfer girder is coupled with the upper surface of the center member and the upper surface of the end member so as to be in contact with each other, and the central portion of the center member includes a lower column vertical coupling bracket coupled to the upper and lower inner pillars, And the upper and lower surfaces of the end member are coupled to the lower column vertical coupling bracket and the upper column vertical coupling bracket, respectively, coupled to the upper and lower outer columns, respectively We want to provide modular buildings with high-rise buildings using modular units and load-carrying columns.

A modular unit having a column vertical coupling bracket and a plurality of stiffeners vertically formed on the lower portion of the inner column of the transfer member and the end member of the transfer girder, .

The modular unit having the column vertical coupling bracket of the present invention and the super high-rise type modular structure using the load transmission column are structured such that the transfer girder is constituted between the vertically stacked modular unit and the modular unit and the load transmission column is formed outside the modular unit So that the modular unit building can be constructed without over-designing the modular unit or installing a separate reinforcing material. In addition, the modular unit structure can be installed in the modular unit, It is possible to construct a bracket for column vertical joining at the joining part of the column and the beam, and a column to the column vertical joining bracket, so that only the ceiling material or the bottom plate is preliminarily fabricated in the cloth information and floor beam, Because it is possible to construct, In addition to being easy to carry and install, it also has the effect of greatly shortening the air. Also, it is possible to extend the cross section of the outer column according to the size of the load to be accommodated in the column vertical coupling bracket There is also an effect.

It is to be understood that both the foregoing general description and the following detailed description are exemplary and explanatory and are intended to provide further explanation of the invention as claimed. Shall not be construed as limiting.
FIG. 1 is a front view schematically showing a modular unit having a column vertical coupling bracket according to the present invention and a high-rise type modular building using a load transmission column.
2 is a perspective view of a modular unit having an expandable column structure of the present invention.
FIG. 3 is a partially exploded perspective view of FIG. 2. FIG.
4 is a plan view of an embodiment of a structure using a modular unit having a column vertical coupling bracket of the present invention.
5 is a front view schematically showing a modular unit having a column vertical coupling bracket according to the present invention and a high-rise type modular building using a load transmission column.
6 is a cross-sectional view of a modular unit and a column of the high-rise part, the middle-rise part, and the low-rise part of FIG.
FIG. 7 is a view showing a combined embodiment of an expandable column of a modular unit having an expandable column structure of the present invention. FIG.
8 is a perspective view showing a transfer girder and a load transmission column of the present invention.

DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS The present invention will be described in detail below with reference to the embodiments shown in the accompanying drawings, but the present invention is not limited thereto.

Hereinafter, the technical structure of the present invention will be described in detail with reference to the preferred embodiments.

FIG. 1 is a front view schematically showing a modular unit having a column vertical coupling bracket according to the present invention and a high-rise type modular building using a load transmission column.

1, a modular unit having a column vertical coupling bracket according to the present invention and a high-rise type modular building using a load transmission column have a transfer girder 70 between an upper-layer modular unit 1 and a lower-layer modular unit 1, And a load transmission column 80 connected to an end of the transfer girder 70 is formed outside the modular unit 1 so that the load of the upper layer modular unit 1 is transmitted to the load transmission column 70 via the transfer girder 70. [ Layered modular unit building to allow the construction of the super high-rise modular unit building.

1, a modular unit having a column vertical coupling bracket according to the present invention and a high-rise-type modular building using a load transmission column are constructed by stacking the modular units 1 adjacent to each other horizontally and vertically, A transfer girder 70 is formed between the upper and lower modular units 1 and 1 and a load connected to the end of the transfer girder 70 on the outside of the horizontally and vertically stacked modular units 1 The transfer column 80 is vertically constructed so that the load of the upper-level modular unit 1 is transferred to the load transmission column 80 through the transfer girder 70. [

1, the transfer girder 70 may be formed only between the vertically stacked modular unit 1 and the modular unit 1 of a low-level portion ranging from a floor where a load is concentrated to a predetermined height, 5 and 6, the transfer girder 70 may be arranged between all the upper-level modular units 1 and the lower-level modular units 1. [

As shown in the figure, the load transmission columns 80 are vertically formed on the outside of a building formed by stacking the modular units 1 vertically and horizontally, so that the load transmission columns 80 are formed at the entire height of the building The lateral force resistance of the entire structure can be increased.

The transfer girder 70 and the load transmission column 80 may be made of an H-shaped steel or the like and may be made of a member having various cross sections such as a rectangular steel pipe or a U- ) Are made to be rigidly bonded through various known methods such as high-strength bolts.

At this time, an end member 72 is provided between the columns located outside the vertically stacked modular unit 1 so that the load of the upper-layer modular unit 1 is transmitted to the load transmission posts 80 And the upper ends of the end members 72 are connected to the load transmission posts 80. The upper end of the end member 72 is connected to the upper end of the lower beam 20 of the upper modular unit 1, I will compromise.

Thus, the transfer girder 70 is disposed between the vertically stacked modular units 1 to form a load path for transferring the load of the upper-level modular unit 1 to the load transmission posts 80 via the transfer girders 70 .

FIG. 2 is a perspective view of a modular unit having an expandable column structure of the present invention, and FIG. 3 is a partially exploded perspective view of FIG. 2.

The modular unit 1 of the present invention is formed in the shape of a hexahedron similar to that of a general modular unit. The modular unit 1 includes a ceiling information 10, a bottom beam 20 and four pillars 50a and 50b And the column vertical coupling brackets 30a and 30b are formed at the coupling portions of the beams 10 and 20 and the columns 50a and 50b.

The upper column vertical joining bracket 30a and the lower column vertical joining bracket 30b are vertically formed in the same shape as the vertical joining portion 31 and the upper and lower vertical joining brackets 30a, And an extension portion 32 extending from the base portion.

The central engaging part 31 and the extending part 32 may be formed by molding one member or may be joined by welding or the like.

Particularly, the upper column vertical coupling bracket 30a and the lower column vertical coupling bracket 30b are formed so as to have a U-shaped cross-section on one side thereof, and to secure the integrity of the modular unit 1 Bolt fastening is facilitated, and joining and disassembling are facilitated, so that workability can be improved.

The extension portions 32 of the upper column vertical coupling bracket 30a and the lower column vertical coupling bracket 30b are connected to a plurality of The stiffener 324 can be formed so that the expansion range of the expanded portion 32 formed by the open end is narrowed by the stiffener 324 and the stiffener 324 to reinforce the expanded portion 32. [

Although the upper column vertical coupling bracket 30a and the lower column vertical coupling bracket 30b are reinforced by the stiffener 324 in order to bolt the pillars 50a and 50b of the upper and lower floor modular unit 1, The stiffener 324 can be partially cut to form an opening.

The upper column vertical coupling bracket 30a is coupled with the end of the ceiling information 10 and the lower column vertical coupling bracket 30b is coupled with the end of each bottom beam 20 do.

At this time, the cloth information 10 is formed such that the upper column vertical concatenation bracket 30a is danced more than the cloth information 10 so that the center portion can resist only the gravity load of the ceiling, (10a) and the upper column vertical coupling bracket (30a) are connected to each other and the pillars (50a) and (50b) of the upper and lower floor modular unit (1) are connected to secure moment transmission performance at the joint portion. Does not receive the load of the upper-level modular unit 1, but only loads (ceiling material, equipment, etc.) loaded on the fabric information 10 of the layer.

The height of the lower column vertical coupling bracket 30b may be the same as the height of the bottom beam 20 so that the lower column vertical coupling bracket 30b and the bottom beam 20 may be formed as a single member So that the load of the layer is transmitted to the columns 50a and 50b of the modular unit 1 of the lower layer to secure moment transmission performance.

In this way, the cloth information 10 and the bottom beam 20 are pre-coupled to the upper column vertical coupling bracket 30a and the lower column vertical coupling bracket 30b in advance and the column vertical coupling brackets 30a and 30b The ceiling material or the bottom plate is previously fabricated on the ceiling information 10 and the bottom beam 20 so that the column 50a and 50b can be vertically coupled to each other in the field. Only the pillars 50a and 50b can be assembled to the brackets 30a and 30b so that it is easy to carry and construct and the air can be greatly shortened.

In addition, a joining plate is welded or bolted to a portion where the cloth information 10 and the upper column vertical joining bracket 30a are coupled to each other so that the pin joining between the joining members is induced, So that the load generated during vertical stacking is not transmitted to the beam 10.

4 is a plan view of an embodiment of a structure using a modular unit having a column vertical coupling bracket of the present invention.

The modular unit structure 2 is constructed such that not only a plurality of modular units 1 are laminated in the vertical direction but also laminated in the horizontal direction as shown in Fig.

At this time, a column located on the outer peripheral surface of the modular unit structure of each modular unit 1 is constituted by the outer column 50a, and a column located on the inner side without being located on the outer peripheral surface of the modular unit structure is referred to as the inner column 50b. So that the cross-section of the columns 50a and 50b can be extended to the expandable columns 60 according to the magnitude of the load to be accommodated in the entire structure, so that the modular unit structure of the super high-layer can be constructed.

In the position of (1), all four columns are not in contact with the outer circumferential surface and are composed of only four inner columns 50b, and at the positions of (2) and (3), two outer columns 50a and two inner columns 50a are formed. Also, in the 4th position, it is made up of three outer pillars 50a and one inner pillars 50a.

In order to have the same bending structure performance at one node of the completed frame after stacking vertically and horizontally, the modular unit structure (2) In the present invention, the modular unit 1 at the position (1), in which all the four columns are located at the inner side and only the four inner columns (50b) are used as a base, and the modular unit The upper extension bracket 30a and the extension 22 of the lower extension bracket 30b and the extension 22 of the lower extension bracket 30b are provided on the outer column 50a of the modular unit 1 at positions 2, 3, and 4 adjacent to the modular unit 1. [ ) In the vertical direction by adding the necessary number of one or more expanding columns 60 so as to connect them in the vertical direction, so that the moment frames can have the same bending resistance structure performance in the X-direction and the Y-direction.

As described above, a part of the column may be composed of an outer column 50a located outside and the rest may be composed of an inner column 50b which is not in contact with the outside and is located inside. Four columns All of the outer pillars 50a can be formed.

5 is a front view schematically showing a modular unit having a column vertical coupling bracket according to the present invention and a high-rise type modular building using a load transmission column.

When the building is formed using the modular unit having the column vertical coupling bracket configured as described above and the high-rise type modular building 1 using the load transmission column, the modular unit 1 is disposed outside the outer column 50a So that the cross section of the outer column 50a is expanded from the upper layer portion to the lower layer modular unit 1 by engaging the expanding columns 60 so that the inner columns 50b are arranged inwardly and horizontally and vertically adjacent to each other. The load of the upper layer modular unit 1 transmitted to the transfer girder 70 can be distributed to the outer column 50a having the enlarged cross section of the lower layer modular unit 1 and the load transmission column 80, have.

The extended column 60 is tightly joined to the upper column vertical coupling bracket 30a and the lower column vertical coupling bracket 30b by a known method such as welding so as to vertically connect the upper column vertical coupling bracket 30a and the lower column vertical coupling bracket 30b, So that the cross section of the columns 50a and 50b can be extended when the building is formed. Thus, the load is transferred together with the transfer girder 70 and the load transmission column 80 together with the lower load So that a new load transmission path is formed without transferring it to the modular unit 1.

Since the extended column 60 extends in the direction of the cloth information 10 and the bottom beam 20, the extended column 60 is embedded in the wall so that it is in correlation with the number of the installed extended columns 60 It is possible to construct the building using the same type of modular unit 1. [

Therefore, the size of the cross section of the expandable column 60 is equal to or smaller than the width of the cross section of the cloth information 10 and the bottom beam 20, so that the expandable column 60 is embedded in the wall and does not appear outside can do.

As shown in FIG. 5, the pillars located on the inner side in the horizontal and vertical stacking by using the modular unit 1 are arranged such that the pillars of the modular unit 1 are adjacent to each other, Therefore, in the present invention, it is divided into an outer column 50a and an inner column 50b.

6 is a cross-sectional view of a modular unit and a column of the high-rise part, the middle-rise part, and the low-rise part of FIG.

One or more expanding columns 60 are provided to vertically connect the upper column vertical coupling bracket 30a of the outer column 50a and the expansion portion 22 of the lower column vertical coupling bracket 30b and the extension portion 22 in the vertical direction, So that the size of the cross section of the outer column 50a and the expanding column 60 is larger than the size of the cross section of the inner column 50b and the expanding column 60. Thus, The side cross-section can be expanded.

That is, for example, as shown in FIG. 6A, the expanding column 60 is not formed on the inner column 50b and the outer column 50a in the high-layer portion, and on the inner column 50b side in the middle layer portion, The expandable column 60 may not be constructed and the expandable column 60 may be coupled to the outer column 50a. As shown in FIG. 6C, the expandable column 60 is formed on the inner column 50b side in the low- And the expansion column 60 is coupled to the outer column 50a so that the cross section of the outer column 50a is extended from the upper layer to the modular unit 1 of the lower layer.

FIG. 7 is a view illustrating an embodiment of a modular unit having a column vertical coupling bracket according to the present invention and an expanded column of a high-rise type modular building using a load transmission column. FIG.

The extended column 60 is made up of various members such as a rectangular steel pipe and a channel so that one or more of the expanded columns 60 are adjacent to the columns 50a and 50b in the longitudinal direction of the beams 10 and 20, As shown in FIG. 7 (a), when at least one rectangular steel pipe is formed, the four sides of the steel pipe must be welded together, However, as shown in FIG. 7 (b), if the expandable column 60 is formed into a d-shaped cross-section, only three surfaces are welded to each other, Effect.

8 is a perspective view showing a transfer girder dhk load transmission column of the present invention.

8, the transfer girder 70 has a central member 71 of a predetermined length and an end member 72 formed by dancing higher than the dancing of the central member 71, And the center member 71 and the end member 72 can be joined to each other by various known methods such as welding.

The center member 71 and the end member 72 can be danced differently so that the load of the upper layer modular unit 1 is not transmitted to the lower layer modular unit 1 through the middle member 71, 72 to the load transmission column 80. [

The upper surface of the center member 71 and the upper surface of the end member 72 are formed to coincide with each other so that the lower surface of the center member 71 and the cloth information of the lower layer modular unit 1 10 are formed at a predetermined distance from each other.

1 and 8, the upper surface of the central part of the center member 71 includes a lower column vertical coupling bracket 30b coupled to the upper and lower inner pillars 50b, So that the load of the upper-level modular unit 1 is transmitted to the end members 72 on both sides so as to be rigidly joined to the bracket 30a by various known methods such as high-strength bolts, And is transmitted to the lower portion through the column (80).

Particularly, since the transfer girder 70 can be made of H-shaped steel or the like, a predetermined position located between vertically adjacent columns and the column of the central member 71, and a predetermined position located between the end members 72 of the transfer girder 70 The stiffener 73 is vertically formed so as to reinforce the load transmission path.

The modular unit having the column vertical coupling bracket according to the present invention and the high-rise modular building using the load transmission column constitute a transfer girder between the vertically stacked modular unit and the modular unit, Layered modular unit structure can be constructed without over-designing a modular unit or installing a separate reinforcing member by arranging the columns so that the load of the upper-layer modular unit is transferred to the load transmission column through the transfer girder. Modular unit is composed of vertical bracket for joining column at joining part of column and beam, and column is joined to column vertical joining bracket. Only ceiling material or bottom plate is fabricated in cloth information and floor beam in advance, It is possible to construct by assembling only In addition, it is possible to efficiently carry out the work in a narrow night space, and it is easy to carry and install, and the air is greatly shortened. Also, in order to expand the cross section of the outer column according to the size of the load to be accommodated in the column vertical coupling bracket There is also an effect that can be done.

While the present invention has been particularly shown and described with reference to exemplary embodiments thereof, it is evident that many alternatives, modifications and variations will be apparent to those skilled in the art in light of the above teachings. will be. The invention is not limited by these variations and modifications, but is limited only by the claims appended hereto.

1: Modular unit
10: Cloth information
20: bottom beam
30a: upper fixation bracket
30b: Bracket for lower column vertical coupling
50a: Outer column
50b: inner column
60: Expanded column
70: Transfer girder
71: center member
72: end member
73: Stiffener
80: Load transmission column

Claims (12)

Four pieces of fabric information 10 configured to be rectangular; Four bottom beams 20 formed to be spaced a predetermined distance from the bottom of the fabric information 10 and formed into a rectangular shape; And a widened portion 32 extending inwardly from the upper end and the lower end of the central engaging portion 31 so as to extend in the corners of the cloth information 10 and the bottom beam 20 An upper column vertical coupling bracket 30a and a lower column vertical coupling bracket 30b which are coupled to each other; A modular unit 1 including four pillars connected vertically to connect the upper expandable bracket 30a and the lower expandable bracket 30b vertically and horizontally adjacent to each other,
Load transmission columns 80 are formed on the outer sides of the stacked modular units 1, respectively,
A transfer girder 70 in which a center member 71 of a predetermined length and end members 72 formed by dancing higher than the dancing of the center member 71 are formed in both longitudinal ends of the center member 71,
The bottom beam 20 of the upper modular unit 1 and the lower half 50a of the upper modular unit 1 are positioned so that the end members 72 at both ends are positioned on the outer column 50a and the outer column 50a on both sides of the vertically stacked modular unit 1. [ Characterized in that the modular unit comprises a modular unit having a column vertical coupling bracket and an outer end of the end member (72) being coupled to the load transmission column (80) High - rise modular building using transmission columns. The method according to claim 1,
Characterized in that the transfer girder (70) is formed only between the vertically stacked modular unit (1) and the modular unit (1) of the lower layer up to a certain height from the ground, and a modular unit High - rise modular building using columns. The method according to claim 1,
Wherein the upper column vertical coupling bracket 30a and the lower column vertical coupling bracket 30b have a C-shaped cross section. The method of claim 3,
The upper column vertical coupling bracket 30a and the lower column vertical coupling bracket 30b are characterized in that a plurality of stiffeners 324 are formed in the vertical direction so as to connect the extended portion 32 and the extended portion 32 Modular unit with column vertical coupling bracket and modular building with high - rise type using load transfer column. The method according to claim 1,
Layer modular structure using a modular unit having a column vertical coupling bracket and a load transmission column, characterized in that dancing of the upper column vertical coupling bracket (30a) is formed largely more than dancing of the cloth information (10). The method according to claim 1,
Layered type modular structure using a modular unit having a column vertical coupling bracket and a load transmission column, characterized in that the fabric information (10) and the upper column vertical coupling bracket (30a) are pin-joined. The method according to claim 1,
A part of the column is constituted by the outer column 50a located on the outside and the rest is formed by the inner column 50b located in the inside without contacting the outside or only the outer column 50a,
One or more expanding columns 60 are coupled to the outer column 50a to vertically connect the expanding portion 22 of the upper expandable bracket 30a and the expandable bracket 30b of the lower expandable bracket 30b in the vertical direction,
Wherein a cross section of the outer column (50a) is formed so as to extend from an upper layer portion to a modular unit (1) of a lower layer portion, and a modular unit having a column vertical coupling bracket and a modular building using a load transmission column. The method of claim 7,
Characterized in that the expandable column (60) is formed in a U-shaped cross-section. The method of claim 7,
Wherein a size of a cross section of the expandable column (60) is formed to be equal to or smaller than a width of a cross section of the cloth information (10) and the bottom rib (20), and a modular unit High - rise modular building using. The method according to claim 1,
Wherein the transfer girder (70) is formed of an H-shaped section or a C-shaped section, and a modular unit having a column vertical coupling bracket and a modular structure of a high-rise type using a load transmission column. The method according to claim 1,
The transfer girder 70 is fitted in such a manner that the upper surface of the center member 71 and the upper surface of the end member 72 coincide,
The center portion of the center member 71 is coupled to the lower column vertical coupling bracket 30b and the upper column vertical coupling bracket 30a, which are coupled to the upper and lower inner pillars 50b,
The upper and lower surfaces of the end member 72 are coupled to the lower column vertical coupling bracket 30b and the upper column vertical coupling bracket 30a coupled to the upper and lower outer pillars 50a, respectively A Modular Unit with a Vertical Coupling Bracket and a High - rise Modular Building Using a Load Transfer Column. The method according to claim 1,
Characterized in that a plurality of stiffeners (73) are vertically formed in the central part of the central part (71) of the transfer girder (70) and the end part (72) of the transfer girder (70) High - rise modular building using load - carrying column.

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