KR101902097B1 - Module type building structure - Google Patents

Abstract

The present invention can standardize and modularize in a compact size so that it can be manufactured and supplied according to the situation in a factory so that uniform quality can be maintained and a building can be built quickly in the field, By providing enough durability against natural disasters, it is possible to greatly reduce the construction period of the building, reduce the construction cost, improve the quality of the finished building, and maintain the passive house insulation level. As;
A slab module constituting a floor of the building and a ceiling or a roof; a column module connected to the slab module in a vertical direction of the slab module to constitute an outer wall or an inner wall of the building; And a connection module for connecting the column module to the building, thereby making it possible to construct a rigid assembly and modular building.

Description

{MODULE TYPE BUILDING STRUCTURE}

The present invention relates to a standardized modular building structure, and more particularly, to a modular structure of a roof structure, a slab structure, and a wall structure of a building structure and assembles them into a rigid structure by modularizing them, Improvement of construction time, improvement of construction time and improvement of construction cost.

Generally, the architectural structure is a structure of a structure that is constructed by combining bricks and the like on the foundation according to the material and the construction method, a form of reinforced concrete structure that constructs pillars and slabs by using reinforcing bars and concrete on the foundation, Structural structures, reinforced concrete and steel structure mixed type, and residential, commercial and industrial buildings are being constructed using these technologies.

By standardizing the construction method of building structure in the near-term, it is possible to maintain the excellent quality while reducing construction period and construction cost, and to secure safety by maintaining sufficient durability against external impact or natural disaster (vibration, strong wind or heavy rain, earthquake and tsunami) Efforts have been made to reduce waste unnecessarily generated when the building has reached the end of its life or in the process of dismantling. However, various requirements of the building structure, difficulty in assembling method during construction, and structural weakness It is difficult for the entire structure to be structurally integrated, and various problems arise in terms of standardization, modularization, and construction completion.

In order to solve the above problems, there are additional researches such as improvement of productivity, uniformity of quality, shortening of air, cost reduction and minimization of climatic impact during construction through assembly and reduction of waste by building and standardizing the building structure by modularization and industrialization Is required.

In order to accomplish such a purpose, a typical example of a building structure that can be quickly standardized and modularized in a factory or a site is a prefab building. The construction of the well-known building structure will be described below.

A well-known prefabricated building is constructed by horizontally fixing a "C" type channel in accordance with the external standard of the building on a foundation made by keeping the floor horizontally on the ground to be constructed, by using an anchor bolt or the like, Inside, a " c "type channel is formed in the form of"? &Quot;, and is fixed horizontally with an anchor bolt or the like to constitute an insole capable of partitioning the room.

A "C" type or "C" type channel is vertically fixed so as to serve as a pillar between the out base and the in-base so as to serve as a skeleton constituting the wall structure, And a connecting structure module is disposed on the upper part of the skeleton so that the "C" type channel is fixed to the bottom structure and the anchor bolt in the "

(Document 1) Patent No. 10 - 1347337 - 0000 (Document 2) Patent No. 10-1601811-0000

 In the above conventional art, a " C "type channel and a " D" type channel are fixed at the factory after the standardized " And the panels are fixed. However, it is impossible to standardize the modularization that satisfies the various requirements of the building 100%. Especially, since the stiffness of the joint part is insufficient, the structural safety of the entire structure can not be secured, And the disadvantage that it can not be standardized module according to the assembling situation is exposed.

For this reason, it is necessary to conduct additional studies to assemble the structure into a standardized modularized structure in accordance with the on-site environment and circumstances, and it is required that a considerable effort is required in the field loading space, work environment and construction management, There is a need for a method of constructing a high-quality building without requiring excessive construction time and construction cost, and a construction method capable of easily responding to unintended design changes is required.

Also, when the building structure is assembled in the field, the quality and the durability and the finished drawings are remarkably different according to the skill and skill of the operator, so that the building can be standardized and modularized so that anyone can easily assemble the building. It is necessary to create an environment in which

In addition, when the building is constructed using the "C" type channel, the external impact, vibration and bending stress of the building, shear stress, shear stress, and shear stress when the welded joints of the out base, in base, skeleton, intermediate layer slab structure and roof slab structure, Not only is it vulnerable to compressive stress but also the welded part is broken in natural disasters such as earthquake and strong wind and long-term load of the structure, and the entire structure becomes unstable structurally.

Particularly, in the case of the prefabricated building, when the inner wall or the partition wall is constructed, the rigidity of the joint between the floor structure and the joint is weak, so that the horizontal load such as the wall shake phenomenon and the earthquake is exposed, and the rigidity of the structure is insufficient. It is practically difficult to maintain a comfortable indoor environment due to the occurrence of water condensation due to the water, which is difficult to maintain the heat and windproof function even when the gap is closed by silicone or packing.

In addition, in the case of conventional prefabricated building structures, it is possible to meet the desired structural durability when using a steel material such as an "H" beam in order to compensate for the disadvantage of the " And the cost of construction is increased, resulting in various problems such as decreased realism.

Accordingly, the present invention has been made to solve the above-mentioned problems, and it is an object of the present invention to provide a slab module which constitutes a floor, a ceiling or a roof of a building and an outer wall or an inner wall of the building by connecting the slab module and the slab module in a vertical direction And a connection module for connecting the slab module and the slab module or connecting the slab module and the column module, thereby constructing a building;

It is possible to construct structurally safe building structure, especially by standardization and modularization, so that it can be manufactured and supplied according to the situation in the factory, so that uniform quality can be maintained, productivity can be increased, Can achieve the purpose.

In addition, the structure of the constructed building has structural durability so that it is possible to build a building that is safe for external force (strong wind or earthquake) or long-term load, It is possible to achieve another object that can provide an architectural structure capable of exhibiting the above-mentioned structure.

The present invention can compactly standardize and modularize structures in consideration of the stress acting on the floor of the building and the stress applied to the floor of the structure and the combined finishing materials so that the structure can be compacted and modularized, , It is possible to construct a modular building which is stable and reliable against wind and wind by strengthening the productive shape and quality standardization, shortening the construction time, reducing the construction cost and strengthening the structural combined strength of the joint part.

It is possible to mass-produce the building structure in a state suitable for the situation in the factory by modularizing the building structure to be assembled, and it is possible to solve the inconvenience of unnecessary construction of the structure in the field, and in the process of assembling and constructing, So that it can be easily assembled and constructed by a general engineer without need, so that the entire construction period and construction cost can be drastically reduced.

It is possible to assemble and construct the building quickly and accurately by standardizing and modularizing the building structure. It is also possible to maintain each module by welding, not by bolting, and to connect the columns and girders of the hanok, So that sufficient durability can be maintained even in the case of external impact or vibration, so that the structural stability can be secured.

A heat-insulating performance at a passive house level is exhibited because a heat-conductive phenomenon is interrupted by joining a structure such as a panel or a plywood plate to a structure that maintains a firmly coupled state, It is possible to reduce maintenance costs such as heating and cooling costs and to easily install electricity and various facility lines necessary for building construction and to improve the bonding force of closure members such as panels and plywood And it is possible to easily control the thickness of the insulation layer, and it is an invention having various effects such as being able to construct insulation according to local climate conditions.

1 is a perspective view showing a slab module of a standardized modularized building structure to which the technique of the present invention is applied.
FIG. 2 is a perspective view illustrating a slave module of a standardized modularized building structure to which the technique of the present invention is applied. FIG.
3 is a perspective view showing a column module of a standardized modularized building structure to which the technique of the present invention is applied.
FIG. 4 is a perspective view of a column module of a standardized modularized building structure to which the technique of the present invention is applied. FIG.
5 is a plan view showing a column module of a standardized modularized building structure to which the technique of the present invention is applied
6 is a perspective view showing a connection module of a standardized modularized building structure to which the technology of the present invention is applied.
FIG. 7 is a perspective view of a three-way connector of a connection module of a standardized modularized building to which the technique of the present invention is applied. FIG.
FIG. 8 is a perspective view of a two-way connector of a connection module of a standardized modularized building to which the technology of the present invention is applied. FIG.
FIG. 9 is a diagram illustrating a construction state of a building using a standardized modularized building structure to which the technique of the present invention is applied; FIG.

DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS Hereinafter, preferred embodiments of the present invention will be described in detail with reference to the accompanying drawings.

The standardized modularized building structure 100 to which the technology of the present invention is applied includes a slab module 110 constituting a bottom of a building and a ceiling or an intermediate layer or a roof of the building and a slab module 110 of the slab module 110 and the slab module 110 A column module 130 constituting an outer wall or an inner wall of the building by connecting the slab module 110 and the slab module 110 in the vertical direction and connecting the slab module 110 and the column module 130, And a connection module 150.

Of course, in addition to the plywood 101 or the closure 105 such as the panel 102 including the deck plate to be finished on the inner and outer surfaces of the slab module 110 and the column module 130, the slab module 110 And a filler material 106 such as an insulating material and a nonflammable material to be filled in the column module 130.

The slab module 110 is configured such that a transverse member 111 and a longitudinal member 112, which are obtained by cutting a C-shaped channel to a predetermined length, and a longitudinal member 112 are connected to each other and a transverse member 111 and a longitudinal member 112 The corner portion 113 to be connected is cut at 45 degrees and the connection plate 114 is fixed to the cut surface by welding or the like and then a fastening hole is formed. After the cross member 111 and the longitudinal member 112 are turned back And fastened with fastening means 115 composed of high-strength bolts and nuts.

In the drawings and the description of the present invention, it is explained that the connecting portions of the transverse member 111 and the longitudinal member 112 are cut at an angle of 45 ° so as to be connected to each other, but the transverse member 111, It is of course possible to adopt a configuration in which the connecting plate 114 is fixed to the end surface of the end plate 112 and then are coupled to each other.

A plurality of auxiliary bars 116 are connected between the transverse member 111 and the longitudinal member 112 in the direction of the transverse member 111 so as to prevent the slab module 110 from being twisted or deformed to maintain the flatness .

The auxiliary bar 116 may be formed by connecting a "C" shaped steel or a "C" type channel in a singular manner or a "C" shaped steel or a "C" type channel by connecting a plurality of channels The connection of the sub-bar 116 is made between the inner side of the longitudinal member 112 and the sub-bar 116, 117 to be securely fastened by fastening means 118 comprising a high-strength bolt and a nut.

When the slab module 110 is constructed by connecting the transverse member 111 and the longitudinal member 112 to each other, it is possible to construct the transverse member 111 in a rectangular shape as well as a rectangular shape. It is not limited to a rectangular shape.

As a matter of course, it is also possible to adopt a configuration in which the lateral member 111 and the longitudinal member 112, which are brought into contact with each other at the corner portion 113, are fixed by welding. As another example, Will be.

The slab module 110 preferably has dimensions of 1220 mm and 2440 mm in width and height so that the upper and lower surfaces of the slab module 110 can be closed with the plywood 101 or other finishing member And it is natural that it is not limited or limited to the above-mentioned standard according to the standard of the plywood or the situation of the site, and it is possible to freely change the standard.

The column module 130 may be formed by arranging the left vertical member 132 and the right vertical member 133 in a predetermined shape such that the L-shaped steel or the C- And a pair of left and right vertical members 132 and 133 are arranged at predetermined intervals in the longitudinal direction of the left and right vertical members 132 and 133 to maintain a pair of left and right vertical members 132 and 133 in a connected state, Shaped connecting plates 135 are fixed.

The left and right vertical members 132 and 133 and the connecting plate 135 are fixed by fixing means 136 formed in the left and right vertical members 132 and 133 and the connecting plate 135 and then fastened by bolts and nuts 137) to secure it firmly.

The left and right vertical members 132 and 133 constituting the column module 130 are provided at the lower or upper or intermediate positions of the left and right vertical members 132 and 133 at which the slab module 110 can be positioned, A slab groove 138 into which the slab module 110 can be inserted is further formed by cutting a part of a section steel or channel located on the inner side so that the slab module 110 can be coupled.

In the case of the slab grooves 138 formed at the intermediate positions of the left and right vertical members 132 and 133, the left and right vertical members located on the inner side are not cut by the thickness of the slab module 110 It may be constructed to be fixed while being spaced apart.

In the case of the slab grooves 138, the slab grooves 138 are formed on the lower side, the middle side and the upper side in the description of the present invention and the drawings. However, It may be varied depending on the location of the module 110, so that it may be changed according to each building in the process of manufacturing in the factory.

The connection module 150 includes a three-way connection 151 for connecting the slab module 110 and the slab module 110 to each other, a slab module 110 and a slab module 110 And a two-way connector 152 for connecting the outer surface of the slab module 110 and the column module 130. The two-

The three-way connector 151 is configured to have a substantially T-shaped plate-shaped metal member. The three-way connector 151 includes a column connecting plate 155 which is in close contact with a slab groove 138 formed in the column module 130, And a slab connection plate 156 closely fitted between the slab modules 110 fixedly projected from the center of the plate 155 and connected to each other.

The column connecting plate 155 and the slab connecting plate 156 may be fixed by welding or bolting or riveting and the column connecting plate 155 and the slab groove 138 and the slab connecting plate 156 and the slab module The fastening holes 157 are formed in the fasteners 110 and then fastened to fastening means 158 composed of high-strength bolts and nuts.

The two-way connector 152 is formed of a square or rectangular metal plate, and a coupling hole 159 for coupling with the slab module 110 is formed at the center thereof. Holes 159 are formed.

For example, when the slab module 110 is to be fastened to the column module 130 while being fixed to the foundation, a fastening hole 159 for fixing the slab module 110 to the slab module 110 is formed below the two- And when the slab module 110 is positioned in the middle layer of the building, the slab module 110 is installed at the center of the two-direction fastener 152, A fastening hole 159 for fixing the column module 130 and a fixing hole 159 for fixing the column module 130 are formed on the upper side and the lower side, respectively.

When the height of the two-way connector 152 is desired to be equal to the height of the slab module 110, it is preferable that the height and the width of the two-way connector 152 are not exposed to the outside of the slab module 110 And when the slab module 110 is to be connected step by step, the size of the slab module 110 will be different from that of the step.

When the three-directional connector 151 and the two-directional connector 152 are to be connected in a state having a slant, they may be formed in a shape such as a T-shape or a rhombic shape that is inclined to an exact T-shape or a square shape and not a rectangular shape It will also be self-evident.

A process of constructing a building using the standardized modularized building 100 to which the technology of the present invention is applied will be described below.

First, a base 200 is made of concrete on the floor where a building is to be constructed, and the slab module 110 is fixed using an anchor bolt embedded or fixed to the base 200.

When fixing the slab module 110, a plurality of rectangular slab modules 110 are connected and fixed in a same direction or in different directions so as to have a desired shape using the connection module 150 according to the planar situation of the building.

Directional coupler 152 is used to connect the slab module 110 and the slab module 100 to the annular surface 210 and the outer surface 220 of the slab module 110 when the slab module 110 is connected, And the corner connecting portion 230 of the slab module 110 is fixed using a three-way connector 151.

After the slab module 110 is connected to the foundation 200 as described above, the column module 130 is connected to the outer surface of the slab module 110 using the connection module 150 to form an outer wall, The inside of the room 110 is connected to the column module 130 using the connection module 150 for the interior partition.

When the connection of the column module 130 is completed, the slab module 110 may be connected to the upper part of the column module 130 to form a roof, if the single module is a single layer, And the slab module 110 is connected to the middle of the column module 130 to construct a multi-storey structure.

After completion of the skeleton of the building using the slab module 110, the column module 130 and the connection module 150 as described above, the slab module 110 performs finishing for heating, The panel 102 may be used for the inside and the exterior of the door.

Of course, electrical and equipment lines are connected to the space between the column module 130 and the column module 130, and the other space is closed with the filler 106 to insulate the room, and necessary means such as soundproofing and flame retarding And it is natural that the panel 102 is closed after the finishing is completed.

In the present invention, since the slab module 110 and the column module 130 are separated from each other by a simple butt-like coupling by the connection module 150 and are fixedly coupled to each other in the same state as the hanok, But also has sufficient resistance to external pressure, shock, and the like.

The present invention as described above can standardize and modularize a building structure in a compact size so that it can be manufactured and supplied according to the situation in a factory so that the uniform quality can be maintained and the building can be built quickly in the field, By making the constructed buildings have sufficient durability against external pressure and natural disasters, it is possible to reduce the construction period of the building drastically and to reduce the construction cost and to improve the quality of the finished building, It is possible to maintain insulation and the like.

100; Building structure
110; Slave module
111; Transverse member
112; Longitudinal member
130; Column module
132; Left vertical member
133; Right vertical member
135; Connecting plate
138; Slavic Home
150; Connection module
151; 3-way connector
152; Two-way connector

Claims (5)

A slab module 110 for constructing the bottom of the building and the middle floor roof;
A column module 130 connecting the slab module 110 and the slab module 110 in a vertical direction to form an outer wall or an inner wall of the building;
A connection module 150 connecting the slab module 110 with the slab module 110 and the slab module 110 with the column module 130;
A finishing member 105 for finishing inner and outer surfaces of the slab module 110 and the column module 130;
A filling material 106 filled in the slab module 110 and the column module 130 for heat insulation and fireproofing;
The column module 130 includes a left vertical member 132 and a right vertical member 133 which are arranged in such a manner that the L-shaped steel or C-shaped channel 131 is arranged in a pair;
A plurality of connection plates 135 for fixing the left and right vertical members 132 and 133 in a longitudinal direction of the left and right vertical members 132 and 133 so as to be maintained in a connected state;
The left and right vertical members 132 and 133 constituting the column module 130 are provided at the lower or upper or intermediate positions of the left and right vertical members 132 and 133 at which the slab module 110 can be positioned, And a slab groove (138) formed so as to insert a slab module (110) by cutting or separating a part of a section steel or channel located on the inside so that the slab module (110) . delete delete delete The method of claim 1, further comprising:
The connection module 150 includes a column connection plate 155 closely attached to the slab groove 138 formed in the column module 130 and a slab module 150 fixedly projected from the center of the column connection plate 155, A three-way connector 151 for connecting the slab module 110 and the slab module 110 to each other at a position where the slab module 110 and the slab module 110 are connected to each other;
And a bi-directional connector 152 connecting the slab module 110 and the slab module 110 to each other or connecting the outer surface of the slab module 110 to the column module 130. Architectural structures.

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