KR101278983B1 - Modular unit and modular construction using the same - Google Patents

Modular unit and modular construction using the same Download PDF

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Publication number
KR101278983B1
KR101278983B1 KR1020120015625A KR20120015625A KR101278983B1 KR 101278983 B1 KR101278983 B1 KR 101278983B1 KR 1020120015625 A KR1020120015625 A KR 1020120015625A KR 20120015625 A KR20120015625 A KR 20120015625A KR 101278983 B1 KR101278983 B1 KR 101278983B1
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KR
South Korea
Prior art keywords
plate
modular unit
connector
module
modular
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KR1020120015625A
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Korean (ko)
Inventor
김일수
민병운
류경구
Original Assignee
주식회사 포스코에이앤씨건축사사무소
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Priority to KR1020120015625A priority Critical patent/KR101278983B1/en
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    • 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
    • E04B1/24Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403Connection details of the elongated load-supporting parts
    • 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
    • E04B1/348Structures 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
    • E04B1/3483Elements not integrated in a skeleton the supporting structure consisting of metal
    • 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
    • E04B1/40Separate connecting elements
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B5/00Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • E04B5/02Load-carrying floor structures formed substantially of prefabricated units
    • 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
    • E04B1/24Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403Connection details of the elongated load-supporting parts
    • E04B2001/2448Connections between open section profiles

Abstract

PURPOSE: A modular unit and a modular structure using the same are provided to facilitate to assemble or disassemble a module joint structure for moving and constructing a module. CONSTITUTION: A modular unit comprises eight beams, four columns, a beam joint, a column joint, and a bottom plate (130) which is constructed on a bottom beam in a dry process. The beam joint fixes the ceiling beam of a lower module and the bottom beam of an upper module while fastening the bottom plate with the bottom beam. The column joint fixes the columns of the upper and lower modules, left and right modules. A narrow side beam faces the opposite side of the bottom plate with the opened side of shape steel. The long side beam faces the bottom plate with the opened side of the shape steel.

Description

Modular Unit and Modular Structure Constructed Using Them {MODULAR UNIT AND MODULAR CONSTRUCTION USING THE SAME}

The present invention relates to a modular unit and a modular structure constructed using the same, and more particularly, has a member shape that facilitates the manufacture of the modular unit, and improves the assembly workability of the module. It relates to a modular unit having a modular bonding structure for easy disassembly and assembly and a modular structure constructed using the same.

In general, a modular building refers to a structure in which a box-shaped modular unit in which a finish of structures, interior and exterior materials, and facilities is installed at a factory is manufactured at a factory, and then transported to a site to be laminated and assembled.

Since most of these buildings are manufactured at factories, they can produce products of the same quality without being influenced by the skill of the field manpower, the environmental conditions on the site, and the climate change, compared to the general construction method.

As described above, the modular building is widely applied to various types of buildings in Europe, Japan, and the United States because it is easy to improve quality through assembling and disassembly through factory production.

1 is a perspective view of a modular unit 10 of a conventional modular building, and FIG. 2 is a perspective view illustrating a perspective view of a modular structure 20 assembled using the same and a module junction.

As shown in the example shown in Figure 2, the conventional modular building is the bottom plate fabrication work due to the shape of the beam when fabricating the bottom plate after assembling the bottom plate beam to form the floor structure by using the c-channel or square steel pipe Not easy

In addition, the conventional modular building is basically fastened at the pillar of the upper and lower modules when the modular unit 10 is stacked, and the upper module floor beams and the fabric information of the lower module is not fastened, so that the upper module floor loads load all of the upper module floor beams. Supporting and lower module fabric information only plays a role in module transportation and lifting, and does not play a structural role after assembly, so the utilization of members is inefficient.

In addition, in the conventional modular building, the pillar and the beam are joined by end plate welding, and are assembled by fastening upper and lower end plates at the end of the pillar with bolts. However, the fastening method using the end plate has a problem in that the end plate is to be welded to the pillar member to increase the production period and cost by increasing the weld.

In addition, there is a need for a module-to-module connection in consideration of the biaxial structure of disassembling, disassembling, moving to another place, which is an advantage of the modular unit.

Furthermore, in the case of the modular structure, not only the joints between the upper and lower units, but also the beams between the left and right units must be joined to increase the structural integrity between the units, thereby increasing the bonding force. There is a problem that the coupling force between the beams of adjacent joining units is reduced by fastening only.

In addition, the conventional modular building has a problem in that the logistics cost is high because the special device must be additionally installed in the module at the time of transportation and transported after the new outer packaging.

The present invention was created in view of the above-mentioned problems in the prior art, and first, to improve the beam cross-section and shape of the conventional modular building to facilitate the work of the floor plate structure and assembly work modular factory manufacturability and field construction The purpose is to increase.

In addition, the present invention, unlike the conventional laminated box unit system when assembling two upper and lower modular units, a double beam integrated modular unit to suppress the deflection and vibration of the module and increase the resistance to the lateral force and using the same In providing a modular structure.

In addition, the present invention is to provide a modular unit and modular structure that is configured to facilitate the bonding and separation of the module by assembling the upper and lower pillars using the connector, the field construction of the modular building is simplified.

In addition, the present invention is to provide a unit that improves the biaxial performance, which is an advantage of the modular unit by simplifying the assembly and separation of the joint by using the connector.

In addition, the present invention is to provide a unit that can be combined with the left and right as well as the left and right joints of the module by using the left and right integral connector for bonding between the left and right units when joining using the connector.

In addition, the present invention is to provide a unit having a module-to-module coupling structure that can be used in the corner casting and lashing system during transportation is not required to install a separate equipment, the coupling force between the modules of the module is increased and easy to assemble.

In addition, in order to solve this problem, the steel material can be further improved by applying the structural structural to Jinjin steel (SN steel) and TMCP steel.

The present invention as a means for achieving the above object, in the modular unit constituting a modular structure; Eight beams, four pillars, and one bottom plate dry construction on the bottom beam to form a square shape, and fastening the bottom plate and the bottom beam while connecting and fixing the fabric information of the bottom beam of the upper module and the lower module Beam connector; A pillar connector configured to connect the pillars of the upper module and the pillar of the lower module and the left and right modules to be fixed, wherein the open side of the section steel constituting the short side beam of the modular unit faces the bottom plate, The open side of the section steel constituting the long side beam of the modular unit is arranged to face the bottom plate direction, the bottom plate is fastened to the bottom beam by the beam connector is characterized in that located on the lower flange of the long side beam Provide a modular unit.

According to the present invention, the following effects can be obtained.

First, by providing improved beam cross-section and shape, it is easy to work on the bottom plate structure and assembly, and improves the workability of dry floor plate installation work.

Second, by integrating the double beams, the structure of the lower module, which does not play a structural role in the existing modular unit, can be used structurally, resulting in a light weight of the frame. Although low, the present invention can achieve the effect of increasing the resistance against lateral force by fastening not only the pillar but also the upper and lower sidewalks, and suppressing the deflection and vibration of the floor beam.

Third, the pillar joining portion having improved workability is configured to facilitate the joining and detachment of the module by assembling the pillar using a connector, thereby simplifying the field construction of the modular building and shortening the air.

Fourth, when assembling the upper and lower pillars using the connector, the upper part of the connector is not bolted, but simply plugged into the mounting type to minimize the fastening work while maintaining the position of the column, thereby simplifying assembly and disassembly work for the biaxial shaft.

Fifth, the connector provides a horizontal connection plate for joining the left and right modules, thereby combining the left and right modules has the effect of improving the structural integrity between the units.

Sixth, it is not necessary to install separate equipment for transportation, so transportation is convenient and logistics cost can be reduced, and the coupling force between units is increased by applying the fastening structure that is connected by bolts between adjacent units through pillar coupling holes and complementary coupling holes. Increased and easy to assemble

1 is a perspective view showing a conventional modular unit.
FIG. 2 is a schematic perspective view and a detailed view of the joint of the modular unit of FIG. 1.
3 is a schematic perspective view and a unit sectional view showing a building module according to an embodiment of the present invention.
4 is a perspective view of a modular assembly of the modular unit of FIG.
5A, 5B, and 5C are cross-sectional views of beams according to an embodiment of the present invention.
Figure 5 (d) is a cross-sectional view of a conventional modular concrete floor plate.
Figure 5 (e), (f) is a cross-sectional view of the bottom plate according to an embodiment of the present invention.
Figure 5 (g) is a cross-sectional view of the fastening tie bolt fastening of Figure 5 (f).
Figure 5 (h) is an exploded perspective view and cross-sectional view of the angle beam and the bottom plate in an embodiment of the present invention.
Figure 6 (a) is a cross-sectional view of the conventional double beam integrated.
6 (b) is a cross-sectional view of the present invention, such as the shape of the floor beam and rib-shaped steel fabric information.
Figure 6 (c) is a cross-sectional view of the present invention b-shaped floor beams and ribbed steel fabric information.
Figure 7 (a) is a bottom plate fixed and double beam integration detail by the c-shaped plate in one embodiment of the present invention.
Figure 7 (b) is a cross-sectional view of the bottom plate fixed and double beam integrated by the c-shaped plate in one embodiment of the present invention.
Figure 7 (c) is a cross-sectional view of the double beam integrated by the plate patch in one embodiment of the present invention.
Figure 7 (d) is an enlarged view of the integrated double beams by the plate patch in one embodiment of the present invention.
8A is a cross-sectional view of a pillar according to an embodiment of the present invention.
Figure 8b is a column fastening detail by a conventional connector.
Figure 8c is a detailed view of the column connector by the conventional connector.
Figure 8d is a perspective view of the connecting plate of the connector according to an embodiment of the present invention.
Figure 8e is a first perspective view of the column fastening using the connector according to an embodiment of the present invention.
Figure 8f is a second perspective view of the column fastening using the connector according to an embodiment of the present invention.
8G is a third perspective view of pillar fastening using the connector according to the embodiment of the present invention.
Figure 9a is a perspective view of the fastening for transportation of the conventional modular unit.
Figure 9b is a perspective view of the lashing stiffener when the module is stacked in an embodiment of the present invention.
9C is a lashing perspective view of a conventional modular unit.
Figure 9d is a perspective view of the lashing lamination between the present invention unit.
Figure 9e is a perspective view of the cone hole for the present invention pillar corner casting.
9F is a double exploded perspective view of the modular unit of the present invention.

Hereinafter, with reference to the accompanying drawings will be described in detail a preferred embodiment according to the present invention.

Prior to the detailed description, the embodiments described below are suitable for understanding the technical features of the workability improvement column joint and modular structure of the present inventors modular unit.

However, the present invention is not limited to the technical features of the present invention by the embodiments described or applied to the embodiments described below, and various modifications are possible within the scope of the present invention.

The present invention relates to a modular unit and a modular structure constructed using the same, and more particularly, to a modular unit constituting the modular unit, a modular structure using the module unit.

3 is a schematic perspective view and a unit sectional view showing a building module according to an embodiment of the present invention. Using the girder, rib girder, unequal angular, unequal girder, the column uses square steel pipe, rib girder and girder steel, and the bottom plate uses dry concrete floor plate. Form.

4 is a perspective view of the modular unit laminated as an embodiment according to the present invention. Referring to FIG. 4, the short side beam 110 of the modular unit 100 is positioned so that the open surface of the c-beam 112 faces the opposite direction to the inside of the outside, that is, the bottom plate surface, and the long side beam ( 120 is an open surface of the uneven c-shaped steel 122 is arranged in the direction in which the bottom plate is installed, serves to support the load of the dry concrete bottom plate 130.

In addition, the left and right beams of the uneven c-section steel 122, which is the long side beam 120, are joined by bolts B1, and are joined by the c-beams 112 press bolt B2, which are viewed up and down, to the left and right, top and bottom of the modular unit 100. By tightening the bolts B1 and B2, the structural integrity can be increased.

5A, 5B, and 5C are cross-sectional views of beams according to an exemplary embodiment of the present invention. 5 (a) is used for the short side beam of the modular unit 100, (b) is an uneven c-shaped steel used for the long side beam of the modular unit 100, (c) is a long angle beam (b) 120). (b) is easy to work when the dry bottom plate is installed and supported on the lower flange by reducing the upper flange in the c-section or rib-shaped steel. (c) It is also the cross-sectional shape of the beam, which makes dry floor plate installation simpler by removing all upper flanges.

Figure 5 (d) is a cross section of the dry concrete floor plate of the conventional modular unit, Figure 5 (e) is a cross-sectional view of the beam manufacturing method and the completed beam according to an embodiment of the present invention.

Referring to FIG. 5E, the dry bottom plate is completed by installing the dry bottom plate 130 on the uneven C-shaped steel 122 and fastening the fixing tie bolts B. As shown in FIG.

At this time, the bottom plate fixing nut (N) for fixing the bolt is embedded in the dry bottom plate 130, the fixed through bolt hole (H) is formed in advance in the web of the U-shaped steel 122, dry bottom plate Position 130 on the beam and combine the beam and dry bottom plate 130 with a fixed tie bolt (B).

Figure 5 (f) is a cross-sectional view of fastening the bottom plate with a fixed tie bolt according to another embodiment of the present invention, Figure 5 (g) is a cross-sectional view of the fixed tie bolt of Figure 5 (f) As a figure, a kind of anchor bolt A having a locking hole F is buried in the bottom plate 130 in advance, and a fixing tie T is inserted into the locking hole F from the outside of the web of the uneven C-shaped steel 122. It may be in the form of fastening and fixing with a washer and a nut on the outside of the web in the gun state.

Figure 5 (h) is a cross-sectional view of the beam manufacturing method and the finished beam according to another embodiment according to the present invention, the cross section of the beam uses the angle 124 instead of the inequality c-beam 122 .

At this time, the bottom plate fixing nut (N) for fixing the bolt is embedded in the dry bottom plate 130, the fixed through bolt hole (H) is formed in the web of the angle 124, the dry bottom plate ( 130) on the beam and fasten the beam and the dry floor plate with the fixing tie bolt (B).

Figure 6 (a) is a cross-sectional view of the conventional double beam integrated. 6 is a cross-sectional view of a double beam integrated by fastening the bottom beam and the cloth information of the existing modular unit, Figure 6 (b) is a cross-sectional view of the steel beam information and rib-shaped steel fabric fastening section of the present invention.

As shown in the figure, by fastening the floor beam 200 of the upper module and the cloth information 300 of the lower module, the overlapping double beams may be integrated to reduce the amount of skeleton.

Referring to (b) and (c) of FIG. 6, the bottom beam 200 of the upper module is an uneven C-shaped steel, the lower module cloth information 300 is a rib-shaped steel, and the bottom beam 200 and the cloth information ( 300 is provided with a beam connector (K) pre-buried in the dry bottom plate 130 can implement a simple and easy assembly while integrating the overlapping beam.

That is, according to (b) and (c) of FIG. 6, a locking hole S for attaching the beam connector K is attached to the side surface of the beam connector K, and from the locking hole S, the beam connector ( K) Anchor bolt (A) extending inward is provided, the fastening bolt (Bh) is bound to the locking hole (S), the vertical connection nut (Nv) is provided at the bottom of the beam connector (K), vertical By connecting the vertical connection bolt Bv to the connection nut Nv, both the bottom plate 130 and the floor beam 200 and the cloth information 300 can be easily fastened and fixed.

In this case, the beam connector K is preferably adjacent three sides open, the remaining three sides are sealed rectangular box shape.

As another example, as shown in (d) and (e) of Figure 6, the beam connector (K) is a bottom plate fixing tie bolt (B), bottom plate fixing nut (N), vertical connection bolt (Bv), vertical connection nut It may be configured to (Nv), it is possible to configure the bottom plate fixing nut (N) to be fixed to each other.

Here, the beam connector (K) is an integral hardware having a space that can secure the bolt length for fastening the vertical connection bolt (Bv), which is the same in Figure 6 (b), (c).

In particular, Figure 6 (d) shows the fastening section of the angle angle beam and rib-shaped steel cloth information of the present invention, the bottom beam 200 and fabric information 300 is pre-buried in the dry floor plate 130 It is assembled and integrated through the connected beam connector (K).

The nuts provided in the above-described beam connector K are protected by the cap c.

7 (a) and 7 (b) show an example of using another type of beam connector K 'and a beam connector K' as another embodiment according to the present invention.

As shown, the beam connector (K ') is a c-shaped plate, the lower surface of the vertical connection nut (Nv) protected by the cap (c) is integrally formed, the open end upper and lower by the stud (Pt) Connected and firmly supported.

And, the connection bar (Pb) is fixed to the stud (Pt) orthogonal to it.

Accordingly, as shown in (a), the beam connector K ', which is a c-shaped plate, is attached to the four ends of the bottom plate 130 so that the dry bottom plate 130 and the bottom beam 200 are bottom plate 130. Coupled at four points of the), the bottom beam 200 and the beam connector (K ') is a part of the welded surface.

In addition, the vertical connection bolt (Bv) is fastened to the vertical connection nut (Nv) to bind the upper bottom beam 200 and the lower fabric information 300.

7 (c) and 7 (d) show a binding relationship by another beam connector K ″ according to another embodiment of the present invention.

The beam connector K ″ has a structure in which two studs Pt are connected and fixed in parallel in a state where two plates are arranged horizontally.

In addition, the center of the lower plate of the beam connector (K ") is protected by the cap (c) while the vertical connection nut (Nv) is fixed, and the bottom beam (200) and fabric information (300) by fastening the vertical connection bolt (Bv) Are bound to each other.

Thus, by placing two plates of the beam connector K "at each of four corners of the bottom plate 130 and welding a part of the plate, the bottom plate 130 is fixed to the bottom beam 200, and the top beam The 200 and the lower fabric information 300 is integrated in the double beam by fastening the vertical connection nut (Nv) and the vertical connection bolt (Bv) welded in a pre-buried state.

(A), (b) and (c) of FIG. 8A are cross-sectional views of pillars according to an embodiment of the present invention. (A) of FIG. 8 is a square steel pipe, (b) is rib-shaped steel, and (c) is c-steel.

8b is a detailed view of the pillar fastening by the conventional column connector. The pillar connector 400 connects and fixes a plurality of pillars through the connection tie bolt 410.

8c is a detailed view of the column connector by the conventional column connector. Construction sequence is first fastened by inserting the column connector 400 to the pillar of the lower module, and then inserting the pillars of the upper module laminated and fastened with a connection tie bolt 410 to combine the upper and lower pillars of the module.

Figure 8d is a pillar connector according to an embodiment according to the present invention. Unlike the conventional pillar connector, by connecting the connection plate 420 in the middle of the connector by integrating the left and right pillar connector 400, the pillars of the left and right module units can be structurally integrated with each other.

The reason for fastening the upper and lower modules using the column connector 400 is not only assembly between modules, but also easy assembly and disassembly between module columns because it is necessary to consider the ease of disassembly when building in other places after disassembling and moving in the future. Required.

Figure 8e is an exploded perspective view of the left and right fastening using the pillar connector 400 according to an embodiment of the present invention. Unlike the prior art, the fastening of the pillar is made in the connector connecting plate 420, rather than made in the connector column is higher work efficiency than the conventional method.

Construction sequence after stacking the lower module to insert the column connector and insert the upper module laminated to the column connector and then fasten in the connector connecting plate 420. In this way, the upper module and the lower module are laminated and assembled.

In particular, this method is a joint structure that is easy to dismantle disassembly in consideration of biaxiality in the future.

Figure 8f is an exploded perspective view of the left and right fastening using the pillar connector according to another embodiment according to the present invention. Fastening of the upper and lower modules by tightening both the pillar portion and the connecting plate portion of the pillar connector is an embodiment.

Figure 8g is an exploded perspective view of the left and right fastening using the pillar connector according to another embodiment of the present invention. The upper column of the column connector is an embodiment of fastening the position only by plugging, not fastening, and fixing only the position, and fastening together with the upper and lower columns in the lower column and the connecting plate, and is a fastening method for facilitating assembly and disassembly of the modular unit. .

9A is a modular system with a conventional lashing stiffener 500. The lashing stiffener 500 is welded to the open surface of the c-beam, which is seen as a short side of the module, and a lashing system is used during transportation.

Figure 9b is a perspective view of the lashing stiffener welded to the open surface of the c-shaped steel beam showing a short side according to an embodiment of the present invention.

9C is an elevation view of a conventional modular unit lashing with a lashing rod 510.

9D is a perspective view of the lashing stiffener 500 installed in the beam according to an embodiment of the present invention and lasing the lashing rod 510 after laminating the modular units.

9E is a transport connector 600 according to an embodiment of the present invention.

When transporting the module unit in a container vehicle or the like, when inserting the transport connector 600 with the corner casting cone hole 610 into the upper column and the lower column of the modular unit so as to use the corner cast locking, When transporting the trailer, the modular unit can be fixed using corner casting, and in case of lifting, the transport connector can be inserted and lifted at the end of the upper pillar of the module.

Figure 9f is a double exploded perspective view of the pillar connector according to the present invention. After the column connector 400 is inserted into the upper pillar of the module and fixed, the module unit is assembled by using a lifting mechanism.

100: modular unit 110: short-side beam
112: steel beam 120: long side beam
122: uneven C-shaped steel 130: bottom plate
140: c plate plate 150: plate patch
200: floor beam 300: fabric information
400: column connector 410: tie bolt
420: connection plate 500: lashing stiffener
510: lashing rod 600: transport connector
610: Cone hole for corner casting

Claims (22)

  1. A modular unit constituting a modular structure;
    Eight beams, four columns, one floor plate dry on the beam to form a square,
    A beam connector for fastening the floor beam of the upper module and fabric information of the lower module while fastening the bottom plate and the floor beam;
    Consists of a pillar connector for fixing the pillar of the upper module and the pillar and left and right modules of the lower module,
    The open side of the section steel constituting the short side beam of the modular unit is disposed facing the bottom plate,
    The open side of the section steel constituting the long side beam of the modular unit is disposed facing the bottom plate direction,
    Modular unit characterized in that the bottom plate is fastened to the bottom beam by the beam connector is positioned on the lower flange of the long side beam.
  2. The method according to claim 1;
    The section steel constituting the short side beam is a c-shaped steel, and the section steel constituting the long side beam is a modular unit, characterized in that composed of asymmetrical uneven c-shaped steel.
  3. The method according to claim 1;
    The section steel constituting the short side beam is a c-beam, the modular steel constituting the long side beam is a modular unit, characterized in that consisting of b angle.
  4. The method according to claim 1;
    The section steel constituting the short side beam is a c-beam, the section steel constituting the long side beam is composed of b angle, the column is a modular unit, characterized in that consisting of rib rib.
  5. The method of claim 2,
    The bottom plate has a bottom plate fixing nut is pre-buried in the side of the bottom plate, the through-hole bolt hole is pre-formed in the web of the asymmetric uneven U-shaped steel, a dry bottom plate is installed on the asymmetric uneven U-shaped steel, bottom plate fixing tie Modular unit characterized in that the bolt is fastened to the bottom plate fixing nut through a fixing through bolt hole.
  6. The method of claim 2,
    The bottom plate is pre-buried anchor bolt to the bottom plate side to expose the locking holes, a fixed through bolt hole is pre-formed in the web of the asymmetric uneven U-shaped steel, dry bottom plate is installed on the asymmetric uneven U-shaped steel, fixed Modular unit characterized in that the tie is fastened to the fastening hole, and then to the fixing tie exposed to the outside through the fixing through bolt hole, the nut is sequentially fastened by fastening the nuts.
  7. The method according to claim 3;
    The bottom plate has a bottom plate fixing nut is pre-buried in the side of the bottom plate, a fixed through-bolt hole is formed in the web of angle B, a dry bottom plate is installed on the angle B, the bottom plate fixing tie bolt is fixed through Modular unit characterized in that the binding to the bottom plate fixing nut through a bolt hole.
  8. The method according to claim 1;
    The beam connector is formed in the shape of a rectangular box with three adjacent open sides, the anchor bolt is fixed through the exposed state on one side, the vertical connection nut is buried fixed on the bottom surface perpendicular to the anchor bolt. And the locking fastener is engaged by the horizontal fastening bolt fastened to the bottom beam of the upper module, and the vertical connection nut is fastened to the vertical connection bolt to bind the cloth information of the lower module.
  9. The method according to claim 1;
    The beam connector is formed in a rectangular box shape with three adjacent open sides, and one side of the bottom plate fixing nut is buried in the interior, a vertical connection nut is buried in the bottom surface perpendicular to the bottom plate fixing nut, And a horizontal fastening bolt fastened to the bottom plate fixing nut and fastened to the bottom beam of the upper module. The modular unit is characterized in that the vertical connection bolt is fastened to bind the cloth information of the lower module.
  10. The method according to claim 8 or 9;
    The girder fastened by the beam connector is an asymmetric unequal c-shaped steel, the cloth information is a lip c-shaped steel, modular unit, characterized in that consisting of a double beam integrated.
  11. The method according to claim 8 or 9;
    The floor beam fastened by the beam connector is an angle, the cloth information is a rib c-shaped steel, modular unit, characterized in that consisting of a double beam integrated.
  12. The method according to claim 1;
    The beam connector is composed of a plate having a c-shaped upper flange and a lower flange, the upper flange and the lower flange is mutually bound by a stud, the connection bar is fixed to the stud orthogonal direction,
    The upper flange and the part contacting the web and the beam are partially welded so that the bottom plate and the beam are combined,
    The lower flange is a vertical connection nut for joining the lower module is pre-welded welded modular unit characterized in that the b-shaped bottom beam of the upper module and the rib-shaped steel fabric information of the lower module is fastened to each other through the vertical connection bolt.
  13. The method according to claim 1;
    The beam connector consists of two parallel upper and lower plates, and the upper and lower plates are fixed by at least two studs, and vertical connection nuts are integrally fixed to the lower plate, respectively, the upper and lower plates. The part where the and the beam contact each other is partially welded,
    The vertical connection nut modular unit characterized in that the b-shaped bottom beam of the upper module and the rib-shaped steel fabric information of the lower module are fastened to each other through the vertical connection bolt.
  14. The method according to claim 1;
    The pillar connector has a strip-shaped connecting plate formed along the circumference in the middle of the length so as to couple both the upper and lower modules and the left and right modules, and fastens the upper and lower modules in the vertical direction, and fastens the left and right modules in the horizontal direction. Modular unit characterized in that the integration between the modules.
  15. The method of claim 14;
    Modular unit, characterized in that the coupling between the module in the column connector is fixed only in the connection plate, not the column portion.
  16. The method of claim 14;
    Modular unit, characterized in that the coupling between the module in the column connector is fixed to both the column portion and the connection plate.
  17. The method of claim 14;
    Modular unit fastening between the modules in the column connector is fixed to the position only by plugging in the case of the upper pillar, and the connection plate and fixed in the case of the lower pillar.
  18. The method according to claim 1;
    The short side beam is a modular unit characterized in that the short side beam is further provided with a lashing stiffener.
  19. The method of claim 18;
    The lashing stiffener modular unit characterized in that the lashing rod is further installed.
  20. The method according to claim 1;
    Modular unit, characterized in that the upper column or the lower column of the modular unit is used to insert a transport connector formed with a cone hole for corner casting during transportation.
  21. The method according to claim 1;
    The modular unit of the modular unit, characterized in that used for transporting by lifting a double hook and insert the column connector or transport connector.
  22. The modular structure constructed using the modular unit in any one of Claims 1-9.
KR1020120015625A 2012-02-16 2012-02-16 Modular unit and modular construction using the same KR101278983B1 (en)

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Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101520732B1 (en) * 2013-10-24 2015-05-20 재단법인 포항산업과학연구원 Joint structure of modular building
CN105275089A (en) * 2015-09-14 2016-01-27 东南大学 Fully-prefabricated cold-formed steel house modular unit and assembly connection method
KR20170086457A (en) * 2017-07-20 2017-07-26 주식회사 포스코에이앤씨건축사사무소 Modular structure of connect type for minimizing installation work in field
KR20170086458A (en) * 2017-07-20 2017-07-26 주식회사 포스코에이앤씨건축사사무소 Modular structure of connect type for minimizing installation work in field
KR101800385B1 (en) * 2016-12-01 2017-11-22 나선홍 Container fixing structure for solar modules
KR102112600B1 (en) 2018-12-13 2020-05-19 주식회사 포스코에이앤씨건축사사무소 Connecting structure of modular construction without internal/external decoration's damage and modular construction using thereof and the making method for modular construction

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JPH05202563A (en) * 1992-01-27 1993-08-10 Misawa Homes Co Ltd Joint construction of panel structure and joining metal fixture
KR101044792B1 (en) 2010-12-29 2011-06-27 주식회사 포스코에이앤씨건축사사무소 Modular unit for easy transportation and modular structure using the same

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JPH05202563A (en) * 1992-01-27 1993-08-10 Misawa Homes Co Ltd Joint construction of panel structure and joining metal fixture
KR101044792B1 (en) 2010-12-29 2011-06-27 주식회사 포스코에이앤씨건축사사무소 Modular unit for easy transportation and modular structure using the same

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101520732B1 (en) * 2013-10-24 2015-05-20 재단법인 포항산업과학연구원 Joint structure of modular building
CN105275089A (en) * 2015-09-14 2016-01-27 东南大学 Fully-prefabricated cold-formed steel house modular unit and assembly connection method
KR101800385B1 (en) * 2016-12-01 2017-11-22 나선홍 Container fixing structure for solar modules
KR20170086457A (en) * 2017-07-20 2017-07-26 주식회사 포스코에이앤씨건축사사무소 Modular structure of connect type for minimizing installation work in field
KR20170086458A (en) * 2017-07-20 2017-07-26 주식회사 포스코에이앤씨건축사사무소 Modular structure of connect type for minimizing installation work in field
KR101865607B1 (en) * 2017-07-20 2018-06-08 주식회사 포스코에이앤씨건축사사무소 Modular structure of connect type for minimizing installation work in field
KR101878229B1 (en) * 2017-07-20 2018-08-07 주식회사 포스코에이앤씨건축사사무소 Modular structure of connect type for minimizing installation work in field
KR102112600B1 (en) 2018-12-13 2020-05-19 주식회사 포스코에이앤씨건축사사무소 Connecting structure of modular construction without internal/external decoration's damage and modular construction using thereof and the making method for modular construction

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