KR102629892B1 - Variable apartment building with modular atructure - Google Patents

Abstract

The present invention relates to an apartment building that can achieve structural stability while having various sizes of floor plan and elevation by combining units of a modular structure, and is divided into six sides so that six walls for an independent living space can be installed. It is made up of a plurality of hexagonal flat modules, and one core portion that is composed by sharing one or two walls among the walls installed in each hexagonal flat module, and each formed by surfaces not shared with the core portion. It is characterized in that pillars are installed on only one or two of the corners.

Description

Variable apartment building with modular structure {VARIABLE APARTMENT BUILDING WITH MODULAR ATRUCTURE}

The present invention relates to the structure of an apartment complex with a multi-story structure, such as an apartment, and more specifically, to an apartment complex that can achieve structural stability while having floor plans and elevations of various sizes by combining units with a unit module structure. It's about structure.

In general, existing apartments are composed of a wall-type structure with a '-' shaped plan and elevation. This '-' structure not only has limitations in securing a view for each household, but also has limitations in creating an image for the apartment due to its uniform appearance.

In addition, it is not only difficult to construct households with various floor plans within one floor or for each floor, but due to the wall-type structure, it is impossible to expand the floor plan by combining adjacent households, and the hydraulic area for wind load is large, which is structurally disadvantageous.

Registered Patent Publication No. 10-0128495 is to overcome the uniformity of the existing '-' shaped apartments described above and to achieve structural stability such as earthquake resistance as well as beautiful appearance, each building (unit household) is designed as shown in Figure 1. We proposed an apartment complex with a plan shape that maintains 120 degrees between planes.

The apartment complex of registration number 10-0128495 is specifically comprised of a building formed by an inner room for each purpose formed by an internally partitioned entrance wall and front and rear walls constructed to surround the outside, and the above buildings are constructed consecutively. In forming an apartment building, the earthquake-resistant side wall 40 protrudes the central part by a certain length, forming an inclined surface 41 with an angle of 120 degrees on both sides of the center line of the central portion, thereby forming a collection of unit buildings of 3 degrees. An earthquake-resistant portion 42 is formed in the portion, and the unit building is characterized in that it is composed of a hexagonal shape.

Accordingly, the above-described apartment complex has the structure of a hexagonal module on the floor plan of each household, shortens the construction period by precasting some structures, and has the angle of the slope 41 of the earthquake-resistant side wall 40 at 120 degrees. By having a combined wing-shaped structure, it has the advantage of having a more beautiful appearance.

However, in the above registration number 10-0128495, the earthquake-resistant wall 40 is located on the outskirts of each building (unit household) and has the same wall structure as the existing apartment, so in the case of precast production and on-site assembly, earthquake resistance is low. There is a problem of deterioration. Moreover, as each building has a structure in which each building is combined at an angle of 120 degrees, a concave exterior space is formed that traps the wind, which has the problem of making it vulnerable to wind load. In addition, like existing apartments, it is not easy to organize units with various floor plans within one floor or on each floor.

KR 10-0128495 B1

The present invention is intended to solve the above-described problems of the prior art, and while promoting stability against seismic and wind loads, floor plans of various sizes can be planned within the same floor by expanding space to improve convenience for residents. In addition, it is possible to pursue diversity of floor plans on each floor, maximize the view area for residents, and enable various designs of the exterior walls to create a modular structure that can create a beautiful exterior for the apartment complex. We would like to provide a variable type of apartment complex.

According to the most preferred embodiment of the present invention for solving the above problems, a plurality of six-sided hexagonal flat modules can be installed so that six walls for an independent living space can be installed, and a wall installed on each of the hexagonal flat modules. It consists of a core part composed of one or two walls in common, and is characterized in that pillars are installed on only one or two of the corners formed by faces not shared with the core part. A variable apartment complex with a modular structure is provided.

At this time, non-load-bearing walls can be installed on the surfaces of adjacent hexagonal flat modules in contact with each other to enable expansion of an independent residential space. When planning the floor plan, two or more hexagonal flat modules can be combined to create an expanded equilibrium. It is also possible to create an independent living space.

In addition, the core part is configured in a left-right symmetrical structure in the front-to-back direction, and each hexagonal plane module arranged in contact with it is arranged in a shape that gradually widens and then narrows again with respect to the center axis in the front-back direction of the core part, so that it can have a structure advantageous for wind load. .

In addition, in another embodiment of the present invention, it is formed between the respective faces of the hexagonal plane modules, and an external edge portion located independently in the hexagonal plane module and an inner edge portion located in contact with an adjacent hexagonal plane module are formed, respectively. A variable apartment complex with a modular structure is provided, wherein internal beams are installed in a ramen structure between the corners and the core.

In addition, pillars are installed at two corner parts located adjacent to the left and right around the outer edge part, and an outer bending beam is installed between the outer edge part and the pillars on the left and right, and adjacent to the left and right around the inner edge part. An inner bending beam can be installed between two positioned columns, and the triangular plane formed by the outer bending beam and the two left and right columns adjacent to it can be configured as a post tension slab. At this time, it is preferable that the tension in the post tension slab is performed vertically on an imaginary line connecting the two pillars on the left and right sides of the outer edge.

According to another embodiment of the present invention, the hexagonal flat module is divided into wet spaces such as bathrooms and kitchens that use water during residential activities, and unused dry spaces such as living rooms and bedrooms, and the wet spaces are located in the core portion. A flexible apartment complex with a modular structure that facilitates the installation of facilities by being placed in front of the building is provided.

In the present invention, the range of view for the external view is expanded by the outer edge that protrudes outward by the plane of the hexagonal flat module, and the sense of openness to the view surface is maximized by minimizing the pillars, providing a comfortable residential life for residents. enable it to be promoted.

In addition, the present invention allows an independent residential space to be constructed with just one hexagonal flat module, and by opening between two or more hexagonal flat modules, it is possible to create an independent household with various scales of equilibrium not only within the same floor but also between the upper and lower floors. Residential spaces can be combined to form a combination, and the walls between existing independent residential spaces can be removed to enable post-equilibrium expansion, thereby maximizing residents' equilibrium options.

In addition, the present invention allows the main building to have a variety of exteriors by adjusting the number of hexagonal flat modules to create an urban aesthetic.

In addition, the present invention has a wall structure at the center of the main building and a ramen structure of pillar-beam members installed toward the outside, and reduces the number of hexagonal flat modules arranged toward the upper floors to improve earthquake resistance and wind resistance. It makes it possible to increase structural stability, and especially in high-rise apartment buildings, to have the above-mentioned structural advantages.

In addition, the present invention geographically separates the wet space that uses water during residential activities and the dry space that does not use water, so that the wet space faces the core, thereby ensuring the continuity of the facility space and efficient installation of facilities and dry space. Facilitates expansion.

Figure 1 is a floor plan of an apartment complex according to the prior art.
Figure 2 is a conceptual diagram of each module structure type of the present invention.
Figure 3 is a floor plan of an apartment building according to the present invention to which the module structure is applied.
Figure 4 is a conceptual diagram of the flow of wind load acting on the apartment complex of the present invention.
Figure 5 is an explanatory diagram of the PT slab installation of the present invention.
Figure 6 is an illustration of equilibria by combining the module structure of the present invention.
Figure 7 is an illustration of various balanced configurations of the same layer by combining the module structures of the present invention.
Figure 8 is an illustration of various balanced configurations for each floor by combining the module structure of the present invention.
Figure 9 is an explanatory diagram of the change in elevation of the main building by adjusting the number of module structure arrangements of the present invention.
Figure 10 is a plan view of an embodiment in which wet space and dry space are separated in the present invention.

Hereinafter, the present invention will be described in detail with reference to the attached drawings based on the most preferred embodiment. However, when explaining the present invention in detail, if the technical idea of the present invention is obscured or unclear, the description of the known configuration will be omitted.

Figure 2 shows each type of module structure applied to the present invention, and Figure 3 shows a plan view of the main structure of an apartment complex in an embodiment in which the module structures are sequentially arranged.

The module structure of the present invention allows an independent residential space to be constructed for a unit household, and has a structure of a hexagonal flat module (1) with six sides so that six walls (2) can be installed.

The hexagonal flat module (1) has a ramen structure of pillars (5a, 5b) and beam members (6a, 6b, 6c), but the installed pillars (5a, 5b) are located only on the outside of the main building, and these are described later. As shown, by connecting to the core part 4 located in the center of the main building, structural stability such as earthquake resistance is improved through an organic relationship between the composite structure of the ramen structure and the wall structure, and the number of pillars 5a and 5b installed is increased. In addition to maximizing the sense of openness of the view surface by minimizing , it also increases the variability and efficient use of internal space for expansion of residential space.

This hexagonal flat module (1) forms six corner parts (3), and among the corner parts (3) located on the outside of the main building, two pillars (5b) as shown in (a) of Figure 2 ) may be installed to have a mutually symmetrical structure, and only one pillar 5a may be installed as shown in (b) of FIG. 2.

Walls 2 may be omitted or installed on each side of the hexagonal flat module 1 depending on the size of the living space of the independent household, that is, the balance.

However, some of the walls 2 that do not share the pillars 5a and 5b are provided with a wall 2 that functions as the shear wall 2a of the core portion 4, as described below.

The core part (4) where the staircase and elevator are located is made up of a shear wall (2a) to perform a key function of resisting external forces such as earthquakes or typhoons in the main building of the apartment complex.

The shear wall 2a of the core portion 4 is constructed by sharing one or two walls 2 among the walls 2 installed in each hexagonal plane module 1 described above.

For example, in Figure 2 (a), only one of the walls (2) installed on the hexagonal plane module (1) is composed of a shear wall (2a) and shared with the core portion (4), and in Figure 2 (b), the hexagonal plane module (1) is composed of only one wall (2). Among the walls 2 installed in the module 1, two consecutive walls are formed as a shear wall 2a and are shared with the core portion 4.

In addition, as described above, one or two pillars (5a, 5b) installed in the hexagonal flat module (1) are located among the corner portions (3) formed by surfaces not shared with the core portion (4). .

The core portion 4 formed using some walls 2 installed on the hexagonal flat module 1 has a left-right symmetrical structure in the front-back direction, as shown in Figure 3, and each hexagonal flat module in contact with it ( 1) is arranged in a shape that gradually widens and then narrows again along the anteroposterior central axis (o-o) of the core portion 4 described above.

Accordingly, the main building has a halo-front elevation in each direction, front, back, left and right, so even when a typhoon hits, the wind load is deflected along the outer wall of the main building, minimizing the wind load acting perpendicular to the main building. The structural stability of the main building is greatly improved. Figure 4 conceptually explains the flow under the above wind load.

As shown in FIG. 3, each hexagonal plane module (1) has a structure in which they are arranged continuously while sharing one side with each other, and is formed between each side of the hexagonal plane module (1). An independently located outer edge portion 3a and an inner edge portion 3b located in contact with the adjacent hexagonal plane module 1 are formed, respectively.

Accordingly, the outer wall of the main building has a planar structure in which the outer edge portion (3a) and the inner edge portion (3b) alternate, allowing a view from the protruding outer edge portion (3a), thereby broadening the field of view. In addition, the installation of pillars 5a and 5b that block the view is minimized, thereby maximizing the expansion of the resident's view area and the sense of openness.

As described above, the present invention provides beam members 6a, 6b so that a ramen structure is formed between the pillars 5a, 5b and the pillars 5a, 5b, and between the pillars 5a, 5b and the core portion 4. By installing 6c), it has a composite structure of a wall structure by the shear wall (2a) of the core part (4) and a ramen structure within the module section by the above-mentioned columns (5a, 5b) and beam members (6a, 6b, 6c). .

In relation to the above-described ramen structure, as shown in (a) of FIG. 2, pillars 5a and 5b are respectively installed on two corner parts 3 located adjacent to the left and right around the outer edge part 3a. , an outer bending beam (6a) is installed between the outer edge portion (3a) and the left and right pillars (5b). Accordingly, the outer bending beam 6a has a '∧' shape protruding outward.

In addition, between two pillars 5a and 5b located adjacent to the left and right around the inner edge portion 3b, for example, any one of the pillars 5b shown in (a) of Figure 2 and (b) of Figure 2 An inner bending beam (6b) is installed between the pillars (5a) shown in . Accordingly, the inner bending beam 6b has a '∨' shape protruding inward.

In addition, an inner beam (6c) is installed between the inner edge portion (3b) and the core portion (4). That is, the inner beam 6c connects the center of the inner folded beam 6b and the shear wall 2a of the core part 4, or one end of the outer folded beam 6a and the shear wall 2a of the core part 4. ), and the inner beam (6c) along with the outer bending beam (6a) and the inner bending beam (6b) between the columns (5a, 5b) also have a ramen structure.

Meanwhile, the above-mentioned outer bending beam (6a) and inner bending beam (6b) do not maintain a straight line between the pillars (5a, 5b) but are formed in a shape that protrudes outward and inward, and the pillars ( There is room for distortion to occur at the joint with 5a and 5b). This torsion is overcome by the inner beam 6c and the post tension slab (referred to as 'PT slab 7a').

As shown in FIG. 5, the PT slab (7a) is configured in a triangular plane formed by the outer bending beam (6a) and the two left and right pillars (5a, 5b) adjacent to it, and the two pillars (5b) ) The cantilever structure of the triangular plane with the virtual line connecting the fixed end as the fixed end reduces the bending moment generated at the fixed end by generating an upward force by the tension force of the post tension.

Accordingly, the torsion occurring in an outward direction at both ends of the outer bending beam (6a) due to the eccentric load and the twisting occurring in an inward direction at both ends of the inner bending beam (6b) due to the eccentric load of the inner bending beam (6b) are reduced. The structural stability of the joint area between (5a, 5b) and the beam members (6a, 6b) is improved. For this purpose, the tension in the PT slab 7a is performed in the vertical direction on the imaginary line connecting the two pillars 5b on the left and right sides of the outer edge portion 3a.

On the other hand, as described above, the structural integrity of the core portion 4 located at the inner center of the main building and the pillars 5a and 5b located on the outside of the main building ensures high structural stability against earthquakes, typhoons, etc.

Accordingly, among the walls 2 installed in the hexagonal flat module 1, except for the shear wall 2a for forming the core portion 4, the remaining walls 2 can have a non-bearing wall 2b structure. , the walls (2) of these non-load-bearing walls (2b) structures are precast, making it possible to shorten the construction period by reducing the amount of work on site.

In addition, the wall 2 of the non-load-bearing wall 2b installed in a place where adjacent hexagonal flat modules 1 come into contact with each other can be demolished, making it easy to expand the living space of independent households without structural changes.

Of course, when planning the floor plan, by not installing the wall (2) on the surface where adjacent hexagonal flat modules (1) are in contact with each other, not only can it be possible to have living spaces for independent households with various sizes of floor plans within the same floor, Each floor can have living spaces for independent households with different floor plans.

Figure 6 shows an example in which the area of one hexagonal flat module (1) is 42 m2, and the area of one hexagonal flat module (1) is 42 m2, and two consecutive hexagonal flat modules (1) It explains that a balance of 84 m2 can be created by using ) and a balance of 132 m2 by three consecutive hexagonal flat modules (1).

Figure 7 shows examples of various balanced configurations of independent households that can be configured within the same floor through the combination of the above-described hexagonal flat modules (1), and Figure 8 divides the main building into low-rise, middle-rise, and high-rise sections. , an example of different equilibrium of independent generation is shown for each of these.

In addition, the present invention is to have a flat surface for each layer by arranging a plurality of hexagonal flat modules (1) surrounding the core portion (4), and changing the number of hexagonal flat modules (1) arranged for each layer to provide various You can have an elevation design. For example, the hexagonal flat module (1) forming the 8th generation can be used as the basic type of the main floor plan, but by deleting the hexagonal flat module (1) in the high or middle floors, various elevation shapes and open spaces can be formed. In addition, as you go up to the higher floors, the number of hexagonal flat modules (1) arranged on each floor can be reduced to create a structural form that is advantageous to wind load. Because of this, the present invention can be applied very advantageously, especially to high-rise apartment buildings.

Figure 9 illustrates the change in elevation of the main building through adjusting the number of hexagonal flat modules 1 as described above.

On the other hand, the present invention is a space that uses water, that is, a wet space (8a) that uses water during residential activities such as the bathroom and kitchen, and a dry space that does not use water during residential activities, such as the living room or bedroom. By dividing them into spaces (8b) and separating them geographically, it promotes the efficiency of facility installation, facilitates expansion of living space, and allows residents to have a comfortable living environment.

In the most preferred embodiment of the arrangement of the wet space 8a and the dry space 8b, as shown in FIG. 10, the wet space 8a faces the core portion 4 and an equipment space 9 therefor is provided. It is possible to have continuity in the vertical and horizontal directions, and the dry space (8b) faces the outside to have an open structure without pillars (5a, 5b) and walls (2), so that a sufficient view of the outside is possible. It enables specialization of various spaces according to the lifestyle of residents.

In the above, the present invention has been described in detail with reference to specific embodiments, but the embodiments are merely examples to make the present invention easier to understand, so those skilled in the art will understand the scope of the technical idea of the present invention. It is obvious that this can be implemented with various modifications. Accordingly, such modifications will be said to fall within the scope of the present invention as set forth in the claims.

One; Hexagonal plane module 2; wall
2a; shear wall 2b; non-load bearing wall
3; Corner portion 3a; Appearance department
3b; Inner edge part 4; core part
5a, 5b; Pillar 6a; External bending beam
6b; Medial bending beam 6c; internal beam
7a; PT slab 8a; wet space
8b; dry space 9; Facility space

Claims (8)

A plurality of six-sided hexagonal flat modules (1) so that six walls (2) for an independent living space can be installed, and one of the walls (2) installed on each hexagonal flat module (1), or It consists of one core part (4) formed by sharing two walls (2), and any one or two of the corner parts (3) formed by surfaces not shared with the core part (4) Pillars (5a, 5b) are installed only in
It is formed between the respective faces of the hexagonal flat modules (1), and the outer edge portion (3a) is located independently in the hexagonal flat module (1) and the inner edge portion (3b) is located in contact with the adjacent hexagonal flat module (1). ) are formed respectively, and an inner beam (6c) is installed in a ramen structure between the inner edge portion (3b) and the core portion (4),
Pillars 5b are installed on two corner portions 3 located adjacent to the left and right around the outer edge portion 3a, and between the outer edge portion 3a and the left and right pillars 5b, an outer A bending beam (6a) is installed,
A variable apartment complex with a modular structure, characterized in that an inner bending beam (6b) is installed between two pillars (5a, 5b) located adjacent to the left and right around the inner edge portion (3b). According to paragraph 1,
A variable type with a modular structure, characterized in that the wall (2) of the non-load-bearing wall (2b) can be installed on the surface of the adjacent hexagonal flat modules (1) in contact with each other to enable expansion of the independent living space. Apartment house. According to paragraph 1,
The core portion 4 has a left-right symmetrical structure in the front-to-back direction,
Each of the hexagonal flat modules (1) is arranged in a shape that gradually widens and then narrows based on the front-to-back central axis (oo) of the core portion (4). delete delete According to paragraph 1,
A variable apartment complex with a modular structure, characterized in that the triangular plane formed by the outer bending beam (6a) and the two left and right pillars (5b) adjacent to it is composed of a PT slab (7a). According to clause 6,
A variable apartment complex with a modular structure, characterized in that the tension in the PT slab (7a) is performed in the vertical direction on an imaginary line connecting the two pillars (5a, 5b) on the left and right sides of the outer edge portion (3a). According to paragraph 1,
The hexagonal flat module (1) is divided into a wet space (8a) that uses water during residential activities and a dry space (8b) that does not use water,
The wet space (8a) is a variable apartment complex with a modular structure, characterized in that the wet space (8a) is arranged to face the core portion (4).

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