KR102040229B1 - Architectural modular unit and construction method thereof - Google Patents

Abstract

The present invention relates to an integrally combined construction module consisting of a base floor plate, a plurality of columns disposed on the base floor plate, and a plurality of walls disposed between the respective columns, and an integrated concrete building construction method using the integrally combined construction module. The base floor plate and the columns, and the base floor plate and the walls have fastening members formed to maintain predetermined gaps between the base floor plate and the columns and between the base floor plate and the walls such that the base floor plate and the columns, and the base floor plate and the walls correspond, and the lower ends of the columns and walls have cover plates. Thus, a cast function is performed such that concrete poured between the base floor plate and the columns and the base floor plate and the walls does not leak. The integrally combined construction module and integrated concrete building construction method can allow a building to be constructed with the base floor plate, the columns, and the walls manufactured by using a precast concrete construction method, wherein the base floor plate, the columns, and the walls can be integrally combined with concrete poured at one time without using casts by allowing the cover plates formed on the lower ends of the columns and the walls to perform the cast function. In this manner, the integrally combined construction module and the integrated concrete building construction method can allow the base floor plate, the columns, and the walls to form one module by being combined with one another and allow another base floor plate, other columns, and other walls to be formed on the module to form a structure in which the members can be stacked in two or more layers, thereby facilitating construction, achieving solidity, and reducing the construction period and costs.

Description

ARCHITECTURAL MODULAR UNIT AND CONSTRUCTION METHOD THEREOF}

The present invention relates to an integrally coupled building module consisting of a foundation floor plate and a pillar, a wall, and to a concrete construction method using the same, and more specifically, using a precast concrete method, but without using any formwork. Provides a building module with pillars and walls, and also relates to a concrete building construction method to form a unit by combining the base slab, pillars and walls at one time, that is, they can be combined in a cast concrete at one time will be.

In general, in the case of new construction of a concrete building, the concrete structure is completed by forming a mold with formwork, pouring concrete in the mold, and curing the concrete.

That is, the foundation base plate (slabs in the case of two or more floors) is formed, and a plurality of panels are combined thereon to install pillars and wall formwork, and then the concrete is poured to form walls and pillars.

However, such formwork involves cumbersome work of removing formwork after the curing of concrete is completed.

In order to solve such a problem, the conventional precast concrete method is used in various building constructions, which are prefabricated columns and walls in the factory and assembled in the field, compared to the members manufactured by the site casting method. In addition to excellent quality, by minimizing on-site casting of wet concrete, the curing period is drastically reduced, which can shorten the air, and because it is prefabricated, it is easy to construct, and it is widely used because of the effect of reducing the construction cost.

However, the conventional precast concrete method has the disadvantage that the base plate and the pillar, the pillar and the wall, the joint portion of the base plate and the wall is weak.

In addition, the precast concrete method is difficult to apply when laying pillars and walls on a base slab or slab due to the difficulty of partial construction, and even if it is applied, it is necessary to use formwork to use concrete for the combination of them. Have

[Preceding technical literature]

1. Republic of Korea Patent No. 10-0947297

An object of the present invention is to enable the construction of a building at a relatively low cost with a base floor plate and a column, a wall made by using a precast concrete method, the foundation floor plate, a column, a wall is cast concrete By combining, it is possible to achieve a unity, so as not to use a formwork at all to combine them while maintaining a firm coupling state.

In order to achieve the above object, the present invention is based on the base plate, pillars, walls integrally coupled building module,

In the integrally coupled building module consisting of a foundation base plate, a plurality of pillars disposed on the foundation base plate, and a plurality of walls disposed between each pillar, the foundation base plate and the pillars, foundation base plate and wall Corresponding to each other is formed a fastening member for maintaining a predetermined distance between the base base plate and the pillar, the base base plate and the wall, the cover plate is formed at the bottom of the column and the wall is the base base plate and the column, the base base plate and It is characterized in that it is configured to perform the formwork function so that the concrete poured between the walls do not leak.

According to an embodiment of the present invention, the fastening member is characterized in that it is composed of any one of rebar, coupler, turnbuckle.

According to an embodiment of the present invention, in the case of the turnbuckle, the fastening member is characterized by using a screw rod instead of rebar.

According to an embodiment of the present invention, the cover plate of the pillar is characterized in that it is formed at a right angle or obtuse angle to cover two directions.

According to an exemplary embodiment of the present invention, a fastening member for fastening the pillar is formed at the corner of the base bottom plate, and a fastening member for fastening the wall is formed at all edges except the corner.

The present invention, the concrete construction building method using an integrally coupled building module consisting of a base plate and a column, walls,

Arranging a building module consisting of a foundation base plate, a plurality of pillars, and a plurality of walls, and arranging a plurality of pillars on the foundation bottom plate, and arranging a plurality of walls between each pillar; Coupling the pillars, the foundation base plate and the wall by a fastening member to maintain a predetermined distance between the foundation base plate and the pillar, the foundation base plate and the wall, and between the foundation base plate and the pillar, the foundation base plate and the wall; Characterized by the step of pouring concrete to a predetermined height on the base plate.

As the effect of the present invention as described above, the base floor plate and the pillars, which are made by using the precast concrete method can be used to construct the building, the formwork function itself by the cover plate formed on the bottom of the column and wall By doing this, without using the formwork, the base plate and the pillars, the walls can be combined integrally with the cast concrete at once.

As described above, the present invention forms a single module by combining the base bottom plate, the pillar, and the wall, and when the base bottom plate, the pillar, and the wall are formed again, the construction becomes easy to construct the second and third layers. It is a robust and very useful invention that can reduce construction costs while reducing construction time.

1 is an exploded perspective view of an integrally coupled building module according to an embodiment of the present invention.
2 is a perspective view of the combined state of FIG.
3 is a cross-sectional view of FIG.
4 is a reference perspective view for showing a state in which the building module of the present invention is integrally coupled by pouring concrete.
5 is a cross-sectional view of the present invention in a state before pouring concrete.
6 is a cross-sectional view of the present invention in the state where concrete is poured.

Hereinafter, exemplary embodiments of the present invention will be described in detail with reference to the accompanying drawings so that those skilled in the art may easily implement the present invention. As those skilled in the art would realize, the described embodiments may be modified in various different ways, all without departing from the spirit or scope of the present invention. The terminology used herein is for the purpose of describing particular embodiments only and is not intended to be limiting of the invention. As used herein, the singular forms “a,” “an,” and “the” include plural forms as well, unless the phrases clearly indicate the opposite. As used herein, the term "comprising" embodies a particular characteristic, region, integer, step, operation, element, and / or component, and other specific characteristics, region, integer, step, operation, element, component, and / or group. It does not exclude the presence or addition of. Unless defined otherwise, all terms including technical and scientific terms used herein have the same meaning as commonly understood by one of ordinary skill in the art. Commonly defined terms used are additionally interpreted as having a meaning consistent with the related technical literature and the presently disclosed contents, and are not interpreted as ideal or official meanings unless defined.

Embodiments of the invention described with reference to a perspective view specifically illustrate ideal embodiments of the invention. As a result, various modifications of the illustrations, for example, manufacturing methods and / or specifications, are expected. Accordingly, the embodiments are not limited to the specific form of the illustrated region, but also include, for example, modification of the form by manufacture. For example, an area shown or described as flat may have properties that are generally rough and / or rough and non-linear. Also, portions shown to have sharp angles may be rounded. Accordingly, the regions shown in the figures are only approximate in nature, and their forms are not intended to depict the exact form of the regions and are not intended to narrow the scope of the invention.

Hereinafter, exemplary embodiments of the present invention will be described in detail with reference to the accompanying drawings.

1 is an exploded perspective view of an integrally coupled building module according to an embodiment of the present invention, Figure 2 is a perspective view of the combined state of Figure 1, Figure 3 is a cross-sectional view of Figure 2, Figure 4 is poured concrete 5 is a cross-sectional view of the present invention in a state before placing concrete, and FIG. 6 is a cross-sectional view of the present invention in a state where concrete is poured.

First, in the drawings, the same components or parts are to be noted that the same reference numerals as possible. In addition, in describing the present invention, a detailed description of related known functions or configurations will be omitted in order not to obscure the subject matter of the present invention.

In accordance with the present invention, the foundation floor plate, the pillar, and the wall-mounted integrally coupled building module 100 include a foundation floor plate 110, a plurality of pillars 120 disposed on the foundation floor plate 110, and each pillar ( It is composed of a plurality of walls 130 disposed between the 120.

 The base bottom plate 110 and the pillar 120, the base bottom plate 110 and the wall 130 correspond to each other, respectively, the base bottom plate 110 and the pillar 120, the base bottom plate 110 and the wall ( Fastening members 111, 112, 121, and 131 are formed to maintain a predetermined gap between the 130, and cover plates 122 and 132 are formed at the lower ends of the pillars 120 and the wall 130 to form the base bottom plate 110 and the pillars 120. ), It is configured to perform a formwork function so that the concrete (A) to be poured between the base plate 110 and the wall 130 does not leak.

The fastening members 111, 112, 121, and 131 may be formed of any one of the reinforcing bars 111, 112, 121, and 131, the turn lever 140, and the coupler 150. Of course, when the turnbuckle 140 is used as a fastening member, a screw rod 121a is used in place of the reinforcing bar on the base bottom plate 110 and the pillar 120, and the base bottom plate 110 and the wall 130. . This is because the turnbuckle 140 is a structure that can be coupled only to the screw rod (121a), the turnbuckle 140 is a structure that can adjust the height of the screw rod (121a) by rotation, coupler 150 It is also possible to adjust the height of the column 120 and the wall 130 by using the height between the base plate 110 and the pillar 120, the base plate 110 and the wall 130, that is, the spacing interval It can be adjusted.

The coupler 150 is used as a means for connecting the reinforcing bar and the reinforcing bar, in the present invention, while connecting the reinforcing bar and the reinforcing bar while supporting the reinforcing bar and reinforcing, the coupler 150 to prevent the reinforcement from being separated do.

When the reinforcing bar is used as the fastening member as described above, the spacing between the base bottom plate 110 and the pillar 120 and the base bottom plate 110 and the wall 130 cannot be adjusted, but the turnbuckle 140 is used. In the case of using or in combination with the turnbuckle 140 and the coupler 150, the spacing between the base bottom plate 110 and the pillar 120, the base bottom plate 110 and the wall 130 can be adjusted. do.

As such, when the separation distance between the base bottom plate 110 and the pillar 120, the base bottom plate 110 and the wall 130 is determined, the base bottom plate 110 and the pillar 120, the base bottom plate 110 And the concrete (A) is placed in the separation gap, that is, the separation gap between the wall 130. Therefore, the concrete (A) is filled while filling the gap between the base plate 110 and the pillar 120, the base plate 110 and the wall 130, and fills all the base plate 110. At this time, the concrete (A) should be filled higher than the gap between the base plate 110 and the pillar 120, the base plate 110 and the wall 130, which fills all the space of the gap filled with concrete This is necessary configuration.

As such, even if the base plate 110 and the pillar 120, the base plate 110 and the space between the gap 130, as well as filling the concrete (A) to the entire base plate 110, the concrete (A) Is blocked by the cover plates 122 and 132 formed at the lower ends of all the pillars 120 and the wall 130 so as not to be discharged to the outside of the base bottom plate 110.

Therefore, in the present invention, it is possible to pour concrete (A) without installing a separate formwork, and thus the poured concrete (A) is a state in which the base bottom plate 110 and the pillar 120 and the wall 130 are combined into one. It is cured by.

As such, the concrete that is completed in one pouring, that is, the concrete base plate 110, the pillars 120, the wall 130 by the concrete is to form a one-piece building module.

At this time, since the pillar 120 is mainly erected at the corner portion of the base bottom plate 110, the cover plate 122 is preferably formed to cover two directions, the cover plate 122 is at a right angle or obtuse angle Will be formed. Of course, the cover plate 132 may be formed at the bottom of the wall 130 to cover only one direction in the wall 130 covering only one surface of the base bottom plate 110.

Therefore, a fastening member for fastening the pillars 120 is formed at the corners of the base bottom plate 110, and a fastening member for fastening the wall 130 is formed at all edges except the corners.

In addition, the construction method for the construction of the concrete using the integrally coupled building module consisting of the foundation base plate 110, the pillar 120, the wall 130 is as follows.

First, the foundation module 110, a plurality of pillars 120, and the building module consisting of a plurality of walls 130 are arranged, but a plurality of pillars 120 are disposed on the foundation floor plate 110, each pillar Arranging a plurality of walls 130 between the 120, and combining the base bottom plate 110 and the pillar 120, the base bottom plate 110, and the wall 130 by a fastening member, but the base bottom. Maintaining a predetermined distance between the plate 110 and the pillar 120, the base bottom plate 110 and the wall 130, and the base bottom plate 110 and the pillar 120, the base bottom plate 110 ) And the concrete wall (A) is cast to a predetermined height between the wall 130 and the base bottom plate 110.

At this time, the casting of concrete (A) is preferable to be completed in one pouring, which is the combination of the present invention building module cured by one pouring, that is, the base bottom plate 110 and the pillar 120, the wall 130 This is because it maintains a very solid state.

As described above, although the present invention has been described by way of limited embodiments, the present invention is not limited thereto, and the technical concept of the present invention and the following will be described by those skilled in the art to which the present invention pertains. Various modifications and variations will be possible within the scope of the appended claims.

100: the present invention integrally coupled building module
110: foundation bottom plate
120: pillar
130: wall
140: turnbuckle
150: coupler
A: concrete

Claims (6)

It is composed of a base bottom plate, a plurality of pillars disposed on the base bottom plate, and a plurality of walls arranged between each pillar, and the foundation bottom plate and the pillar, the foundation bottom plate and the wall respectively correspond to each other. In the integrally coupled building module to form a fastening member for maintaining a predetermined distance between the plate and the pillar, the base base plate and the wall,
A cover plate is formed at the bottom of the column and the wall to perform a formwork function so that concrete poured between the base plate and the pillar, the base plate and the wall does not leak, but the cover plate formed at the bottom of the column has two directions. To cover,
All corners and edges of the base bottom plate to be formed with a fastening member consisting of reinforcing bars or couplers, turnbuckles for fastening the column and the wall,
The fastening member uses a coupler and a turnbuckle in parallel to connect the reinforcing bar and the reinforcing bar by the coupler, and by the turnbuckle to adjust the separation distance between the base bottom plate and the pillar, the base bottom plate and the wall. An integrated construction module consisting of a foundation floor plate, a pillar, and a wall, wherein the foundation floor plate, the pillar, and the wall are formed to form one integrated building module by concrete pouring.

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