KR101695408B1 - Modular Unit and Modular Structure Using Concrete Filled Steel Tube - Google Patents

Modular Unit and Modular Structure Using Concrete Filled Steel Tube Download PDF

Info

Publication number
KR101695408B1
KR101695408B1 KR1020160072120A KR20160072120A KR101695408B1 KR 101695408 B1 KR101695408 B1 KR 101695408B1 KR 1020160072120 A KR1020160072120 A KR 1020160072120A KR 20160072120 A KR20160072120 A KR 20160072120A KR 101695408 B1 KR101695408 B1 KR 101695408B1
Authority
KR
South Korea
Prior art keywords
column
beams
coupling
modular
filling
Prior art date
Application number
KR1020160072120A
Other languages
Korean (ko)
Inventor
남상민
Original Assignee
주식회사 케이에이치씨산업
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by 주식회사 케이에이치씨산업 filed Critical 주식회사 케이에이치씨산업
Priority to KR1020160072120A priority Critical patent/KR101695408B1/en
Application granted granted Critical
Publication of KR101695408B1 publication Critical patent/KR101695408B1/en

Links

Images

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/19Three-dimensional framework structures
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/19Three-dimensional framework structures
    • E04B1/1903Connecting nodes specially adapted therefor
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/343Structures characterised by movable, separable, or collapsible parts, e.g. for transport
    • E04B1/34315Structures characterised by movable, separable, or collapsible parts, e.g. for transport characterised by separable parts
    • E04B1/34326Structures characterised by movable, separable, or collapsible parts, e.g. for transport characterised by separable parts mainly constituted by longitudinal elements
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/343Structures characterised by movable, separable, or collapsible parts, e.g. for transport
    • E04B1/34315Structures characterised by movable, separable, or collapsible parts, e.g. for transport characterised by separable parts
    • E04B1/34331Structures characterised by movable, separable, or collapsible parts, e.g. for transport characterised by separable parts mainly constituted by threedimensional elements
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/343Structures characterised by movable, separable, or collapsible parts, e.g. for transport
    • E04B1/34384Assembling details for foldable, separable, collapsible or retractable structures
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/348Structures composed of units comprising at least considerable parts of two sides of a room, e.g. box-like or cell-like units closed or in skeleton form
    • E04B1/34815Elements not integrated in a skeleton
    • E04B1/34861Elements not integrated in a skeleton particular arrangement of habitable rooms or their component parts; modular co-ordination
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/38Connections for building structures in general
    • E04B1/58Connections for building structures in general of bar-shaped building elements

Abstract

The present invention relates to a size adjustment modular unit using filling type columns, and a modular structure thereof. The size adjustment modular unit comprises: filling type columns arranged on the corner parts of a rectangle; upper beams coupled to the upper ends of the filling type columns to interconnect the upper parts of the filling type pillars; and lower beams coupled to the lower ends of the filling type columns to interconnect the lower parts of the filling type columns. The upper and lower beams comprise: first and second outer beams individually connected to the filling type columns arranged to be spaced apart; and intermediate beams arranged between the first and second outer beams to have both ends connected to the first and second outer beams with a connection member. The intermediate beams vary a length of the upper and lower beams in accordance with a selected length to adjust an overall width and size. According to an embodiment of the present invention, the length of the beams and the height of the columns are able to be adjusted to freely adjust a size of the modular unit. The modular unit is able to easily be coupled and disassembled to ensure excellent construction properties while reducing logistics costs for transportation. The present invention is able to enhance the overall construction properties and workability of a casting process by filling the inside of the columns and beams with concrete or urethane; increase a strength of a structure; and enhance a convenience and efficiency of construction.

Description

Technical Field [0001] The present invention relates to a modular unit and a modular structure,

The present invention relates to a size-adjustable modular unit and a modular structure using a filling column, and more particularly, it is possible to adjust the size of the modular unit according to the installation place or usage, and to facilitate transportation and storage through separation of the assembly structure And to a size adjustable modular unit and a modular structure using a filling column capable of improving the ease of assembly and the workability.

In general, the modular building is different from the existing wet construction method which is applied in the field, and the structure of the modular unit is produced in the factory, the various interior / exterior materials, equipment and wiring are preliminarily installed, And the finished building.

Since modular units are produced as modular building units in factories, it is possible to increase the quality of construction together with the productivity improvement and to solve the functional problem caused by 3D phenomenon when the production system is equipped. And maintain a safe construction site.

In addition, the modular building is constructed by transporting the modular unit, which is a steel structure, to the site and assembling it like a lEGO block, so that it is possible to dismantle the house according to the tastes of the residents and easily remodel the interior.

In addition, due to the assembly and construction of building structures, construction period, construction cost, and environmental load can be reduced by about 30% compared to existing construction methods, and especially by the Ministry of Environment due to construction waste, can be reduced by more than 90%.

However, in the conventional modular building, a modular unit as a basic unit is manufactured and then transported to the site. Since the modular unit has a large space, there is a limitation in transportation, so that a special device should be additionally installed in a general transporter. It is classified as a non-standard article and is transported after the new outer packaging, so that the logistics cost is high.

In addition, the modular unit is completed by combining the column and the beam. Since the modular unit is manufactured by determining the total size by the length of the column and the beam, there is a problem that the size of the modular unit can not be adjusted at the construction site.

Korea registered patent: 10-1233559 (Notice date 2013.02.14)

Korea registered patent: 10-1409229 (Notice day 2014.07.02)

SUMMARY OF THE INVENTION The present invention has been made to solve the conventional problems,

SUMMARY OF THE INVENTION It is an object of the present invention to provide a modular modular unit and a modular structure using a pillar capable of adjusting the length of the beam and the height of the pillar to freely adjust the size of the modular unit.

Another object of the present invention is to provide a modular modular unit and a modular structure using a filling column which is easy to be assembled and disassembled according to assembling and is excellent in workability and can reduce the cost of logistics for transportation.

It is another object of the present invention to provide a modular type modular unit using filling pillars capable of enhancing overall workability and workability of a concrete pouring process by using filling pillars filled with concrete or urethane, Modular structure.

In order to accomplish the above object, the present invention provides a size adjustable modular unit using a fill column, comprising: a fill-up column provided at a corner of a quadrangle; an upper end of the fill- And a lower beam coupled to a lower end of the filler columns to interconnect the lower ends of the filler columns, wherein the upper and lower beams are respectively coupled to the filler columns spaced apart from each other by a predetermined distance, And an intermediate beam which is interposed between the first and second outer beams and has both ends connected to the first and second outer beams by a connecting member, And the length of the upper and lower beams is varied to adjust the overall width size.

The filling column has an upper column for supporting the upper beam, a lower column for supporting the lower beam, and an intermediate column which is interposed between the upper column and the lower column and has both ends connected to the upper column and the lower column by a connecting member And the height of the filling column is varied according to the selected length of the intermediate column to adjust the overall height.

A first coupling hole is formed along the longitudinal direction at the lower end of the upper column and an upper end of the lower column. A second coupling hole is formed at the upper and lower ends of the intermediate column along the longitudinal direction, A plurality of fastening holes corresponding to the engaging hole and the second engaging hole are formed so that the fastening hole and the first engaging hole or the fastening hole and the second engaging hole are fastened with bolts so that the upper and intermediate columns, .

The filling columns are provided in the form of a square tube, and are filled with concrete or urethane.

The main frame has a first main frame and a second main frame. The main frame has one end of a U-shape extending vertically and an end bent inward, and an end of the other end bent outward. Shaped sub-frame connected to the upper end of the main frame by a rib so as to form a sidewall so as to maintain the sub-frame.

In addition, the first and second outer beams and the intermediate beams may each have a U-shaped end extending vertically, the end bent inward, and the end of the other end bent outwardly.

In addition, a plurality of first coupling holes may be formed along the longitudinal direction at one end of the first and second outer beams, a plurality of second coupling holes may be formed at both ends of the middle beam along the longitudinal direction, A plurality of fastening holes corresponding to the first engaging hole and the second engaging hole are formed and the fastening hole and the first fastening hole or the fastening hole and the second fastening hole are fastened with bolts, And connecting the beam and the intermediate beam.

In addition, the upper portion of the upper beam is provided with a socket portion capable of fixing a roof or a supporter for supporting the awning.

The size adjustable modular structure using the pillars of the present invention is characterized in that the modular unit of the present invention is configured to be coupled horizontally and vertically.

Here, the first and second outline beams of the modular unit are formed with fastening holes for horizontal coupling with the adjacent modular units, and the first and second outline beams overlapping each other at the time of horizontal joining of the plurality of modular units And the fastening member is fastened to the fastening hole so that horizontal joining of the modular units is performed.

In addition, a cruciform binding member is coupled between the first outline beams and the plurality of modular units, between the eight packed columns assembled in the center at the time of horizontal and vertical coupling of the plurality of modular units .

In addition, the cross-shaped binding member may have a first coupling hole formed at a lower end portion of a connecting plate crossing each other with a cross shape, and a second coupling hole formed at an upper end portion thereof. And a joining plate for joining the filling columns between the balls in an upper and a lower direction is provided.

According to the embodiment of the present invention, since the length of the beam can be adjusted and the height of the column can be adjusted, the size of the modular unit can be freely adjusted, the joining and disassembly can be easily performed and the workability is excellent, There is an effect.

In addition, it is possible to improve the overall workability and workability of the casting process by filling concrete or urethane with the inside of the column and beam, to increase the strength of the structure, and to improve the convenience and efficiency of the work.

1 is a perspective view illustrating a size adjustable modular unit using a filling column according to an embodiment of the present invention;
BACKGROUND OF THE INVENTION 1. Field of the Invention [0001] The present invention relates to a size regulating type modular unit,
3 is a cross-sectional view of an outer beam and an intermediate beam in a size-adjustable modular unit using a packing column according to an embodiment of the present invention.
FIG. 4 is a cross-sectional view illustrating another embodiment of an outer beam and an intermediate beam in a size-adjustable modular unit using a filling column according to an embodiment of the present invention; FIG.
5 is a view illustrating an embodiment in which a socket for fixing a roof supporting a roof or a supporter is further provided on the outer surface of the upper beam in a size adjustable modular unit using a filling column according to an embodiment of the present invention A perspective view.
6 is a perspective view illustrating a size adjustable modular structure using a filling column according to an embodiment of the present invention.
7 to 10 are perspective views illustrating a size adjustable modular structure using a filling column according to another embodiment of the present invention.

These and other objects, features and other advantages of the present invention will become more apparent by describing in detail preferred embodiments of the present invention with reference to the accompanying drawings. BRIEF DESCRIPTION OF THE DRAWINGS The above and other objects, features and advantages of the present invention will be more apparent from the following detailed description taken in conjunction with the accompanying drawings, in which: FIG. For purposes of this specification, like reference numerals in the drawings denote like elements unless otherwise indicated.

3 and 4, the outer frame of the modular unit and the outer frame of the modular unit according to an embodiment of the present invention will be described with reference to FIGS. 1 and 2. FIG. An intermediate beam will be described, and a socket unit additionally constructed with reference to Fig. 5 will be described.

The filling column type modular unit 100 according to an embodiment of the present invention includes a filling type column disposed at a predetermined distance so as to form a quadrangle so as to form a square corner portion, And a lower beam 130 coupled to the lower end of the filled columns to connect the lower ends of the filled columns to each other.

As shown in FIGS. 1 and 2, the filling pillars 110 are provided in the form of a square pipe, and filled with concrete or urethane. In addition, a horizontal plate (not shown) capable of closing the opened top and bottom surfaces of the filling type column or simply connecting the top and bottom of the filling type column when they are stacked can be coupled. A fastening hole (not shown) may be formed.

The filling column 110 includes an upper column 111 supporting the upper beam 120, a lower column 112 supporting the lower beam 130, and a lower column 112 interposed between the upper column and the lower column, And an intermediate column 113 connecting the lower column.

The upper end of the intermediate column 113 is coupled to the upper column 111 by the connecting member 114 and the lower end of the intermediate column 113 is coupled to the lower column 112 by the connecting member 114.

At this time, a plurality of first coupling holes 111a and 112a are formed along the longitudinal direction of the column at the lower end of the upper column 111 and the upper end of the lower column 112, and the upper and lower ends of the column, A plurality of second engaging holes 113a and 113b are formed along the direction of the arrow.

The connecting member 114 is provided in the form of a plate padded to the lower end of the upper column 111 and the upper end of the intermediate column 113 and is provided with the first engaging holes 111a and 112a of the upper column or lower column, A plurality of fastening holes 114a corresponding to the second fastening holes 113a and 113b are formed.

That is, the connecting member 114 is attached to the upper end of the lower column 112 and the lower end of the middle column 113, and then the fastening hole 114a of the connecting member and the first fastening hole 112a of the lower column are fastened with bolts The upper end of the lower column 112 and the lower end of the intermediate column 113 are connected to the connecting member 114 by bolts to fasten the fastening holes 114a of the connecting member and the second fastening holes 113b of the intermediate column, Lt; / RTI >

The coupling member 114 is poured to the lower end of the upper column 111 and the upper end of the intermediate column 113 and then the coupling hole 114a of the coupling member and the first coupling hole 111a of the upper column are inserted into the bolt And the lower end of the upper column 111 and the upper end of the intermediate column 113 are connected to the connecting member 114 by fastening the fastening hole 114a of the connecting member and the second fastening hole 113a of the intermediate column with bolts, So that the fully-charged column is assembled.

Here, the intermediate column 113 is provided with various lengths, and the length of the intermediate column 113 is selected depending on the height of the structure to be constructed. That is, the height of the filling pillars 100 is changed according to the selected length of the intermediate pillars 113, and the height of the pillars 100 is adjusted.

The packed pillars 100 thus assembled are spaced apart from each other by a predetermined distance to form the corners of the square. That is, the first to fourth filled pillars are spaced apart to form a corner of a quadrangle.

The upper beam 120 connecting the upper pillars 111 is coupled to the upper pillars 111 of the filled pillars and the lower pillars 112 of the filled pillars are coupled to the lower pillars 130 ) Are combined.

The upper beam 120 and the lower beam 130 have a first outer shell 121 coupled to the first packed column 110 and a second outer shell 122 coupled to the second packed column 110, And an intermediate beam 125 interposed between the first and second outer beams 121 and 122 and having both ends connected to the first and second outer beams by a connecting member 127.

As shown in FIGS. 2 and 3, the first and second outer shells 121 and 122 and the middle shell 125 are formed such that one end of the U shape extends vertically so that the end thereof is bent inwardly and the other end is bent outwardly Shaped sub-part 121a, which is connected to the upper end of the main frame by a rib 121b to maintain the same top surface as the upper surface of the main frame and maintains the same width as the width of the main frame, And a frame 121c.

4, each of the first and second outer beams 121 and 122 and the intermediate beam 125 are formed such that one end of the U shape extends vertically so that the end thereof is bent inward and the end of the other end is bent outward As shown in FIG.

One end of the first outer shell 121 may be welded to the fill column 110 and a slot 110a may be formed in the fill column 110. The first outer shell 121 may have a first outer shell 121, The engaging piece 121d is inserted into the slot 110a so that the engaging piece 121d is fixedly inserted into the slot 110a so that the first outline can be coupled to the charging column 110. [ The second outline beam 122 is also coupled to the filled column 110 by the same structure and method as the first outline beam 121.

One end of the intermediate beam 125 is coupled to the other end of the first outer beam 121 by the connecting member 127 and the other end of the middle beam 125 is coupled to the second outer beam 122).

A plurality of first coupling holes 123 are formed along the longitudinal direction of the beam at the other ends of the first outer shell 121 and the second outer shell 122, A plurality of second engaging holes 126 are formed along the longitudinal direction of the second engaging hole 126. [

The connecting member 127 is provided in the form of a plate padded to the other end of the first outer shell 121 and the one end of the middle shell 125 and is inserted into the first coupling hole 123 of the first outer shell 121, And a plurality of coupling holes 128 corresponding to the second coupling holes 126 of the intermediate beam 125 are formed. The connecting member 127 is padded at the other end of the second outer shell 122 and at the other end of the middle shell 125.

That is, the connecting member 127 is padded to the other end of the first outer beam 121 and the one end of the middle beam 125, and then the coupling hole 128 of the coupling member and the first coupling of the first outer beam When the bolt is used to fasten the hole 123 and the coupling hole 128 of the coupling member and the second coupling hole 126 of the intermediate beam are fastened with bolts, the other end of the first outer beam 121 and the intermediate beam 125 are connected.

The connecting member 127 is poured to the other end of the second outer shell 122 and the other end of the middle shell 125 and then the coupling hole 128 of the coupling member and the first coupling When the bolt 123 is fastened and coupled with the fastening hole 128 of the connecting member and the second fastening hole 126 of the intermediate beam with bolts, the other end of the second outer sheath 122 and the intermediate beam 125 are connected to each other so that the upper beam 120 or the lower beam 130 is assembled.

Here, the intermediate beams 125 are provided in various lengths and lengths are selected and used depending on the size of the structure to be constructed. That is, the intermediate beam 125 changes the length of the upper beam 120 and the lower beam 130 according to the selected length, and adjusts the overall width size.

Inside the upper beam 120 and the lower beam 130, concrete or urethane may be filled. In other words, like the filling column 110, the interior of the upper beam 120 and the lower beam 130 can be filled with concrete or urethane, and since the beams are filled with concrete or urethane, the strength of the structure can be further increased .

As shown in FIG. 5, the upper portion of the upper beam 120 may be provided with socket portions 140 at predetermined intervals so that a support for supporting a structure such as a roof or a shade can be inserted and fixed.

Here, when the structure such as a roof or a roof is to be installed on the upper part of the structure, the socket part 140 serves to fix a support for supporting the structure such as a roof and a roof, .

Hereinafter, a size-adjustable modular structure using a filling column according to an embodiment of the present invention will be described with reference to FIG. 6, and a packing column according to another embodiment of the present invention will be described with reference to FIGS. A resizable modular structure is described.

The size adjustable modular structure 200 using the pillars according to an embodiment of the present invention is formed by horizontally joining a plurality of the modular units 100 described above to form a modular structure.

As shown in FIG. 6, the modular structure 200 forms a fastening hole 210 for horizontal coupling with the modular unit 100 adjacent to the first and second outer beams 121 and 122 of the modular unit 100 A plurality of modular units are superimposed on each other on a horizontal line and then a coupling member 220 is fastened to the coupling holes 210 of the first and second outer beams so that a plurality of modular units 100 are coupled horizontally.

That is, a modular structure capable of adjusting the length of the beam and the height of the column by connecting the plurality of modular units 100 described in the present invention with the fastening member 220 and horizontally joining them.

7 to 10, the modular structure 200 is formed by horizontally and vertically coupling a plurality of modular units 100 using a cross-shaped binding member 230.

That is, when the modular units 100 are stacked horizontally and vertically, eight packed pillars 110 are gathered at the center. A cross-shaped binding member 230 is interposed between the collected packed pillars 110, The first outer bobbin 121 of the modular units and the cross-shaped binding member 230 are fastened by the fastening member 220 to increase the binding force.

As shown in FIGS. 7 and 8, the cross-shaped coupling member 230 has a first coupling hole 231 formed at a lower end portion of a connecting plate crossing each other and a second coupling hole 232 formed at an upper end thereof.

The cross-shaped coupling member 230 has a first coupling hole 231 formed in the coupling hole 210 formed in the first outer beam 121 of the lower-side modular unit 100 when the coupling- And the second engaging hole 232 corresponds to the engaging hole 210 formed in the first outer leg 121 of the upper side modular unit so as to penetrate therethrough And fastened by a fastening member (220).

9, the cross-shaped coupling member 230 is provided with a joint plate 233 for upwardly and downwardly joining the fill-up columns 110 between the first and second engagement holes 231 and 232 ) May be further provided. That is, the joining plate 233 provided on the cruciform binding member 230 is provided with the horizontal plate provided in the filling column 110 of the upper side modular unit 100 and the filling column 110 provided with the lower side modular unit And the bonded flat plate can be combined to enhance the bonding force of the filled column.

That is, as shown in FIG. 10, a plurality of modular units 100 described in the present invention are stacked horizontally and vertically, and are bound together using a cruciform binding member 230, thereby adjusting the length of the beam and the height of the column Thereby providing a modular structure that is capable and strong in bonding.

As described above, according to the present invention, the length of the beam can be adjusted and the height of the column can be adjusted, so that the size of the modular unit can be freely adjusted, the joining and disassembly is easy, and the workability is excellent.

Also, since the inside of the column and beam is filled with concrete or urethane, the overall workability and workability of the casting process can be improved, the strength of the structure can be increased, and the convenience and efficiency of the work can be increased.

Although the preferred embodiments of the present invention have been described, the present invention is not limited to the specific embodiments described above. It will be apparent to those skilled in the art that various modifications and variations can be made in the present invention without departing from the spirit or scope of the appended claims, And equivalents may be resorted to as falling within the scope of the invention.

100: Modular unit 110: Rechargeable column
110a: Slot 111: Upper column
112: lower column 111a, 112a: first engaging hole
113: intermediate column 113a, 113b: second engaging hole
114: connecting member 114a: fastening hole
120: upper beam 121: first outer beam
121a: main frame 121b: rib
121c: Sub-frame 121d:
122: second outline beam 123: first engaging hole
125: intermediate beam 126: second coupling ball
127: connecting member 128: fastening hole
130: lower beam 140: socket part
200: modular structure 210: fastening hole
220: fastening member 230: cruciform fastening member
231: first coupling hole 232: second coupling hole
233:

Claims (13)

  1. A filling column disposed between an upper column and a lower column, the middle column being connected to the connecting member by varying the height of the filling column to adjust the height of the filling column, the square column being spaced apart from the column; An upper beam coupled to an upper end of the upper column of the packed columns to interconnect upper ends of the packed columns; And a lower beam coupled to a lower end of the filled columns to interconnect the lower ends of the filled columns,
    Wherein the upper and lower beams include first and second outer beams respectively coupled to the filling pillars spaced apart from each other by a predetermined distance and first and second outer beams respectively disposed between the first and second outer beams, And an intermediate beam connected to the connecting member, the length of the upper beam and the lower beam varying according to the selected length of the intermediate beam,
    The main frame has a first main frame, a second main frame and a middle frame, the main frame having one end of a U-shape extending vertically, an end bent inward, and an end bent outward; Shaped sub-frame connected to the upper end of the main frame by a rib so as to form a side wall,
    Slots are formed in the upper column and the lower column of the filling column for fixing the first outer beam or the second outer beam, respectively, and one end of the first outer beam or the second outer beam is provided with a coupling piece, The first outline beam and the second outline beam are simply coupled to the filler-type column, and a plurality of first engagement holes are formed at the other end of the first and second outline beams along the longitudinal direction A plurality of second coupling holes are formed at both ends of the intermediate beam along the longitudinal direction and the coupling member has a plurality of coupling holes corresponding to the first coupling holes and the second coupling holes, Wherein the fastening hole and the second fastening hole are fastened with a bolt to easily connect the first outline beam and the intermediate beam or the second outline beam to the intermediate beam. Dimensionally adjustable modular unit with columns.
  2. delete
  3. The method according to claim 1,
    A first coupling hole is formed in the lower end of the upper column and an upper end of the lower column along the longitudinal direction. A second coupling hole is formed in the upper and lower ends of the intermediate column along the longitudinal direction, A plurality of fastening holes corresponding to the second fastening holes are formed so that the fastening holes and the first fastening holes or the fastening holes and the second fastening holes are fastened with bolts so that the upper and intermediate columns or the lower and intermediate columns are connected Dimensionally adjustable modular unit with filling columns.
  4. The method according to claim 1,
    Characterized in that the filling columns are provided in the form of a square tube and filled with concrete or urethane.
  5. delete
  6. delete
  7. delete
  8. The method according to claim 1,
    Wherein the upper portion of the upper beam is provided with a socket portion capable of holding and fixing a roof or a supporter for supporting the awning at predetermined intervals.
  9. A filling column disposed between the upper column and the lower column such that an intermediate column for adjusting the height of the filling column is connected to the connecting member by a height of the filling column and spaced apart at a predetermined distance so as to form a quadrangle; An upper beam coupled to an upper end of the upper column of the packed columns to interconnect upper ends of the packed columns; And a lower beam coupled to a lower end of the filled columns to interconnect the lower ends of the filled columns,
    Wherein the upper and lower beams include first and second outer beams respectively coupled to the filling pillars spaced apart from each other by a predetermined distance and first and second outer beams respectively disposed between the first and second outer beams, And an intermediate beam connected to the connecting member, the length of the upper beam and the lower beam varying according to the selected length of the intermediate beam,
    The main frame has a first main frame, a second main frame and a middle frame, the main frame having one end of a U-shape extending vertically, an end bent inward, and an end bent outward; Shaped sub-frame connected to the upper end of the main frame by a rib so as to form a side wall,
    Slots are formed in the upper column and the lower column of the filling column for fixing the first outer beam or the second outer beam, respectively, and one end of the first outer beam or the second outer beam is provided with a coupling piece, The first outline beam and the second outline beam are simply coupled to the filler-type column, and a plurality of first engagement holes are formed at the other end of the first and second outline beams along the longitudinal direction A plurality of second coupling holes are formed at both ends of the intermediate beam along the longitudinal direction and the coupling member has a plurality of coupling holes corresponding to the first coupling holes and the second coupling holes, The modular unit, which is formed by connecting the first outer beam and the middle beam or the second outer beam and the intermediate beam by being fastened by the bolts, And a plurality of vertically coupled modular structures.
  10. 10. The method of claim 9,
    Wherein the first and second outer ribs of the modular unit are formed with fastening holes for horizontal coupling with neighboring modular units, and fastening holes of the first and second outer rods overlapping each other at the time of horizontal joining of the plurality of modular units, Wherein the fastening member is fastened to the modular units so that horizontal coupling of the modular units is achieved.
  11. 10. The method of claim 9,
    Characterized in that a cruciform binding member is provided between the eight filler columns assembled at the center at the time of horizontal and vertical joining of the plurality of modular units to be coupled to the first outer beams to bind the plurality of modular units. A modular modular structure using
  12. 12. The method of claim 11,
    Wherein the cross-shaped binding member has a first coupling hole formed at a lower end portion of a connecting plate intersecting each other in a cross shape, and a second coupling hole formed at an upper end portion thereof.
  13. 13. The method of claim 12,
    Wherein the cross-shaped binding member is further provided with a joining plate for joining the filling pillars upward and downward between the first engaging hole and the second engaging hole.
KR1020160072120A 2016-06-10 2016-06-10 Modular Unit and Modular Structure Using Concrete Filled Steel Tube KR101695408B1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
KR1020160072120A KR101695408B1 (en) 2016-06-10 2016-06-10 Modular Unit and Modular Structure Using Concrete Filled Steel Tube

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
KR1020160072120A KR101695408B1 (en) 2016-06-10 2016-06-10 Modular Unit and Modular Structure Using Concrete Filled Steel Tube

Publications (1)

Publication Number Publication Date
KR101695408B1 true KR101695408B1 (en) 2017-01-11

Family

ID=57832853

Family Applications (1)

Application Number Title Priority Date Filing Date
KR1020160072120A KR101695408B1 (en) 2016-06-10 2016-06-10 Modular Unit and Modular Structure Using Concrete Filled Steel Tube

Country Status (1)

Country Link
KR (1) KR101695408B1 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101825471B1 (en) * 2017-05-04 2018-02-05 찰스 인철 위 Structure for water and land-based versatile house able to move

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH06173350A (en) * 1992-12-07 1994-06-21 Sekisui Chem Co Ltd Building unit
KR20100011293A (en) * 2008-07-24 2010-02-03 남경표 Prefabricated structure
KR101233559B1 (en) 2012-09-20 2013-02-14 현대엠코 주식회사 Connection structure of modular unit
KR101409229B1 (en) 2013-07-26 2014-07-02 한국건설기술연구원 Unit modular house connection structure using ??-type column for unit modular house
KR101534443B1 (en) * 2014-05-14 2015-07-07 현대엔지니어링 주식회사 Modular unit having variable cross section beam and modular unit structure using the same
KR101590794B1 (en) * 2015-10-30 2016-02-03 한국건설기술연구원 Steel frame structure using end connecting plate and cft column for unit modular house and the construction therefor

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH06173350A (en) * 1992-12-07 1994-06-21 Sekisui Chem Co Ltd Building unit
KR20100011293A (en) * 2008-07-24 2010-02-03 남경표 Prefabricated structure
KR101233559B1 (en) 2012-09-20 2013-02-14 현대엠코 주식회사 Connection structure of modular unit
KR101409229B1 (en) 2013-07-26 2014-07-02 한국건설기술연구원 Unit modular house connection structure using ??-type column for unit modular house
KR101534443B1 (en) * 2014-05-14 2015-07-07 현대엔지니어링 주식회사 Modular unit having variable cross section beam and modular unit structure using the same
KR101590794B1 (en) * 2015-10-30 2016-02-03 한국건설기술연구원 Steel frame structure using end connecting plate and cft column for unit modular house and the construction therefor

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101825471B1 (en) * 2017-05-04 2018-02-05 찰스 인철 위 Structure for water and land-based versatile house able to move

Similar Documents

Publication Publication Date Title
US9512616B2 (en) Framing structure
CN104912190B (en) Dry type joggle frame structure
KR100797194B1 (en) Composite concrete column and construction method using the same
US9523188B2 (en) Framing structure
KR101055672B1 (en) Prefabricated internal hollow hollow pier pier using corrugated steel pipe and construction method
KR101030419B1 (en) Joint structure of vertical member and horizontal member
JP4823790B2 (en) Column unit and method of building building using column unit
PH12014501858A1 (en) Preformed formwork for forming concrete floor slab for a height adjustable shipping container building structure
JP4969799B2 (en) Anchor cage system for building connectors
KR100764025B1 (en) Horizontal unit equipped with connecting device and modular structure using the same
AU7245700A (en) Structural member for building and method for forming a structure for building
KR101523532B1 (en) Closed steel assembly for column
KR100937196B1 (en) Unit module using light weight panel and modular structure using the same
KR101432260B1 (en) Steel-exposed type steel framed reinforced concrete pillar
CN102439241B (en) Concrete panels
KR101229194B1 (en) Steel frame using u-shaped composite beam
KR101568194B1 (en) Pc member connection method using pc connector and pc structure therewith
CN202099881U (en) Connector clip of building frame structure and building frame structure
US10378199B2 (en) Dry joint joining device between columns and beams of precast reinforced concrete
US20130036693A1 (en) Doughtnut-shaped hollow core body, bidirectional hollow core slab using the same, and construction method thereof
CN102277904B (en) Beam column connecting member and forming method thereof, building frame structure and installing method thereof
KR101301076B1 (en) Wall structure construction method using precast front wall panel and precast back wall panel
CN104018581A (en) Prestress concrete F slab and framework structure system
JP5406563B2 (en) Composite beam, building, and composite beam construction method
CN103797201A (en) Improved footing plates

Legal Events

Date Code Title Description
E701 Decision to grant or registration of patent right
GRNT Written decision to grant