KR100655481B1 - Column Construction Structure and Construction Method of Building Using Masonry Column Wall - Google Patents

Abstract

The present invention relates to a pillar construction structure and a construction method of a building using a masonry pillar wall, and the base is constructed on the bottom concrete of the bottom end of the reinforcement reinforced in the upright state from the floor concrete at the position where the pillar is to be constructed, Continuous stacking of the pillar column wall on the base end to form a column body by stacking as high as the height of the column to be constructed, but through the packing in the concave-convex coupling portion of the gem column wall, the plurality of gem column walls When the stack is formed to form a pillar, the installation of a temporary member to surround the outer peripheral surface of the pillar is characterized in that it is configured to prevent the pillar to fall when placing concrete.

According to the present invention according to such a configuration, it is possible to use the raw stone as it is to build the lamp, so that the texture of the stone can be expressed as it is without the need for a separate tile work after construction, it is possible to build a pillar with a beautiful appearance, while the pillar construction is very easy Therefore, the effect that can significantly shorten the air according to the building construction is expressed.

Description

Construction structure using United stone-column and construction method

1 is an exploded perspective view showing each component according to the column construction structure of the building using the present inventors masonry pillar wall.

Figure 2 is a construction cross-sectional view according to FIG.

Figure 3 is a perspective view showing the construction of the column construction structure of the building using the masonry pillar wall according to the present invention.

<Description of Signs of Major Parts of Drawings>

10 ...

12 ... floor concrete

14 ... rebar

20.Gemstone wall

22 ...

24 ... Dolby

30 ... packing

40.

The present invention relates to a column construction structure of the building and its construction method, in particular, by forming a pillar of the building by stacking pillars (natural / artificial marble, granite, etc.) column formed with a concave and stone at the top and bottom The construction of the pillars of the building is very simple and beautiful appearance can be formed, and after the construction does not need a separate finishing work (such as plastering or exterior wall tiles) can shorten the air according to the construction of the pillar of the building, of course, manpower The present invention relates to a pillar construction structure of a building using an economical masonry pillar wall and a method of construction thereof.

Construction of a building which is generally performed proceeds as follows.

First, the reinforcing bar is arranged according to the shape of the column to be constructed to match the shape and building appearance suitable for optimal load support, and then squeeze the formwork accordingly.

After that, the concrete is poured in the formwork to cure for a certain time to form a pillar that forms the basic skeleton of the building, and then the formwork is dismantled.

After repairing the scratches on the outer surface of the column generated by removing the formwork through plastering, select and install various types of raw stone tiles that make the exterior of the concrete column wet or dry.

The beam, which forms the basic skeleton of the building along with the pillars, is poured into the formwork in the same way as the pillars, then cured for a period of time to remove the formwork, and then finishes the construction.

However, in constructing a conventional building through the construction process as described above, the construction of the pillar is formed according to the reinforcement to wrap around the reinforcement bars after the basic reinforcement in a circular or rectangular shape using a plurality of reinforcing bars forming the skeleton of the column Since the concrete is formed and then cured to form pillars, the number of processes is very large and complicated, and after the curing is completed, the process of dismantling additional temporary facilities such as formwork is required. There is a problem that this can only increase.

Moreover, in the past, when the formwork is laid for concrete placing, gaps are generated in each formwork joint part when the formwork adjacent to each other is not completely horizontal or vertical. .

In addition, in addition to the difficulty of additionally attaching a raw stone tile (marble or granite) to the outside of the pillar dismantled in order to make the exterior of the pillar beautiful after curing the concrete pillar, in order to attach it separately, such as a bracket Since the parts must be required, the construction cost increases, as well as there is a problem that the gap between the gemstones and gemstones after the construction of the gemstones drop the aesthetics of the column.

The present invention has been made in view of the various problems of the conventional pillar construction as described above, and after laminating and constructing the raw stone (natural / artificial marble, granite, etc.) column formed the concave and stone at the top and bottom By constructing the pillars of the building by pouring concrete inside, the pillar construction of the building can be made very simple and beautiful appearance, and after construction, there is no need for additional finishing work such as plastering of the outer wall or tile construction. The purpose of the present invention is to provide a pillar construction structure and a construction method of the building using an economical masonry pillar wall because it can shorten the air according to the present invention and reduce manpower consumption.

Another object of the present invention is to prevent water from leaking out of the stone column wall during the curing process after the concrete is placed by increasing the watertightness by inserting a packing to each of the stone column wall joints that are stacked in a masonry manner. In order to prevent the construction work.

As a technical means for achieving the above object, the present invention is installed on the bottom of the bottom of the reinforced concrete and the top of the bottom of the reinforced concrete reinforced upright from the bottom concrete of the position where the column is to be constructed along the reinforcement around the reinforcement Upper and lower bases each having grooves and protrusions formed thereon; Stacked on the proximal end and stacked by the height of the column to be constructed, the upper and lower ends are formed with yaw and protrusions, respectively, a plurality of stone pillars stacked up and down without front, rear, left and right play by the combination of these yaw and protrusion. A wall; A packing intervening in the concave-convex coupling portion of the gemstone wall; A temporary material installed to surround the outer circumferential surface of the pillar when the plurality of gemstone pillar walls are stacked to form a pillar shape to prevent the pillar from falling; It provides a column construction structure of the building using the masonry pillar structure, characterized in that it comprises a; and the lower base protruding protruding along the reinforcement around the reinforcement of the ceiling concrete on the upper base extension line.

In addition, the present invention as a concrete construction method for the pillar construction, the base step of forming a base on the bottom of the bottom concrete of the reinforcing bar reinforced from the bottom concrete of the position where the pillar is to be constructed; A pillar construction step of forming a pillar by stacking a plurality of gem pillar walls formed of gemstones on the base unit to a desired height; Temporary material construction step of installing a temporary material having the same inner circumferential shape as the pillar shape to surround the pillar body formed on the outer surface of the pillar formed through the pillar construction process; Placing concrete in the pillar body wrapped by the temporary material to form a concrete pillar with the reinforcement reinforced therein; And a temporary material dismantling step of dismantling the temporary material after curing of the poured concrete. Provides a method of constructing a pillar using a masonry pillar wall, which is constructed through the construction.

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

1 is an exploded perspective view showing each component according to the column construction structure of the building using the masonry pillar wall of the present invention, Figure 2 is a construction cross-sectional view according to Figure 1, Figure 3 is a masonry pillar wall according to the present invention This is a perspective view showing the construction state of the column construction structure of the used building.

As shown in Figures 1 to 3, the present invention, the upper and lower base 10a (10b) and the upper base 10a is constructed around the reinforcing bar on the concrete reinforcement 14 for the pillar construction Temporary material 40 installed on the outer circumferential surface of the pillar for the purpose of preventing the fall of the pillar when placing concrete in the pillar body consisting of a plurality of gem pillar wall 20 and a stack of gem pillar wall 20 to be stacked in succession It is made, including.

The upper proximal end 10a is constructed on the bottom concrete 12 along the periphery of the lower end of the reinforcing bar 14 which is placed upright from the bottom concrete 12 at the position where the column is to be constructed, and is circular or square according to the shape of the column. , Hexagons, octagons, etc ... can be constructed in various shapes. In the base 10, the groove 11 is formed in the upper surface along the reinforcement around the reinforcement, the groove 11 is the lower end of the stone column wall is located at the bottom of the stone column wall 20 to be described later It is a kind of departure prevention groove to prevent the departure is coupled to this.

In addition, the lower proximal end 10b is constructed on the ceiling concrete bottom on the upper proximal end 10a and has a configuration in which the protrusion 11a protrudes along the periphery of the reinforcing bar, and the protrusion 11a is a stone pillar which will be described later. The top of the pillar pillar wall located at the top of the wall 20 is coupled to this is a kind of departure prevention jaw to prevent the departure. Like the upper base 10a, the lower base 10b may also be constructed in various shapes, such as a circle, a square, a hexagon, an octagon, etc., depending on the shape of the column.

The gemstone wall 20 is formed in a tubular shape having a hollow inside thereof, and the reinforcing bars may be located therein, and recesses and protrusions 22 and 24 are respectively formed at upper and lower ends of each gemstone wall. By combining the concave and protrusions 22 and 24, the respective stone pillar wall 20 can be stacked up and down without spaces. Therefore, the gemstone columnar wall 20 is stacked on the base end by a number of gemstone wall wall is stacked by the height of the column to be constructed to form a single columnar body. The raw stone pillar wall 20 is processed by cutting a predetermined length by processing a raw stone with a beautiful appearance, such as marble or granite, which is commonly used as a building finishing material, in a circular or square, hexagonal, octagonal rod shape. After that, it is preferable to produce a tubular shape having a hollow therein by drilling the inside of each cut gemstone at a constant diameter along the longitudinal direction.

Here, it is preferable to prevent leakage during concrete pouring through the ring-shaped packing 30 at the joint portions that are bonded to each other when each gem column wall 20 is stacked in an up-down stacking manner. . Such a packing 30 may be selected to be used to increase the louver material or other watertightness.

Temporary material 40 is a tubular body having the same inner circumferential shape as the pillar body so as to surround the pillar body formed by stacking the plurality of gem pillar walls 20. Such a temporary member is divided into two tubes in the longitudinal direction based on the center of the cross-section thereof, and is formed of two tubes facing each other, and has a bolting hole 410 at the open end side of the tubes facing each other in the divided tubes. One flange 41 is formed, respectively, the flanges 11 are fastened as bolts in contact with each other to form a temporary material to facilitate the construction and disassembly of the temporary material. At this time, of course, in addition to the flange provided with the bolting hole it is also possible to combine the two bodies using a general clamp (not shown).

As described above, the temporary material 40 formed to be separated into two tubular bodies is installed on the outer circumference of the pillar to surround the outer circumferential surface of the pillar after construction of the pillar to prevent conduction of the pillar during concrete pouring. At this time, the temporary member inner surface 40 is elastically compressed to the outer surface of the raw stone pillar wall 20 during construction of the temporary construction material to protect the outer surface of the raw stone pillar wall 20 while having a certain elasticity to support this elasticity 42 is attached over the whole surface. As the protective member 42, it may be preferable to apply a single or mixed material of natural rubber or artificial rubber, polyurethane foam having elasticity.

The present invention made of such a configuration is constructed through the following construction process.

At step S10, the base 10 is formed on the bottom concrete 12 of the bottom end of the reinforcing bar 14 which is placed in an upright state from the bottom concrete 12 at the position where the column is to be constructed.

(S20) pillar construction step, by stacking a plurality of gem pillar wall 20 made of gemstone on the base 10 to a desired height to form a column body. At this time, each of the stone pillar wall (22, 24) formed in the upper and lower ends of each of the stone pillar wall to be engaged with each other so that each stone pillar wall 20 is laminated and combined without flow in the front and rear, left and right, 22, 24) through the packing (30) to the joint portion to increase the watertightness of the pillar.

(S30) Install the temporary material 40 having the same inner circumferential shape as the pillar body to surround the pillar body on the temporary body construction step, the pillar outer surface formed through the pillar construction process.

The temporary material 40 is formed into two tubular bodies along the longitudinal direction, so that the two tubular bodies are adjacent to each other with the pillars formed by the stone pillar walls interposed therebetween, and then fixed to the outside by the bolts. Can be installed.

(S40) concrete placing step, the concrete is poured into the pillar body wrapped by the temporary material 40 to form the pillar with the reinforcement reinforced therein.

(S50) Temporary material dismantling step, the construction according to the present invention is completed by dismantling the temporary material 40 after curing the concrete poured on the pillar.

The present invention that is constructed through the above construction process, by using a raw stone (marble, granite, etc.) to form a column as it is possible to construct a pillar having a simple and beautiful appearance without a complicated construction process, after construction of the outer wall plastering or tile There is no need for additional finishing work such as construction, which can shorten the air due to the construction of the pillars of the building and reduce the manpower consumption.

In addition, according to the present invention, the packing 30 is inserted into the joints of each gem column wall 20 to be stacked in a masonry manner to improve the watertightness, so that the water contained in the concrete during the curing process after the concrete is placed outside the gem column wall. By preventing the leakage to the secondary construction can be prevented.

According to the construction structure and method of the building using the masonry column wall of the present invention as described above, by using the raw stone as the construction of the light, it is possible to express the texture of the stone as it is without the need for a separate tile work after construction Although it is possible to construct a pillar with an appearance, the construction of the pillar is very easy, and the air according to the construction of the building can be significantly shortened.

In addition, when the concrete is poured into the column formed by stacking the gem column wall due to the packing intervening between each gem column wall, the leakage of moisture contained in the concrete is prevented as much as possible during the curing process, thereby compressing the column due to unbalance of the mixing ratio. It is possible to prevent secondary holes such as lowering of strength.

While the invention has been shown and described with respect to specific embodiments thereof, it will be appreciated that the invention can be modified and modified in various ways without departing from the spirit or scope of the invention as set forth in the following claims. It will be appreciated that those skilled in the art can easily know.

Claims (4)

In the construction structure for building pillar construction, The bottom 11 of the reinforcing bars 14 reinforced upright from the bottom concrete 12 at the position where the column is to be constructed is installed on the bottom surface of the bottom concrete 12 and the bottom of the top ceiling concrete 16 and grooves 11a along the reinforcement surroundings. ) And upper and lower proximal ends 10a and 10b each having protrusions 11b; The base 10 is continuously stacked on the upper base 10a and stacked to the height of the column to be constructed. The upper and lower ends thereof have recesses and protrusions 22 and 24, respectively. A plurality of stone column walls 20 stacked up and down without front, rear, right and left play; A packing 30 intervening in the concave and convex portions 22 and 24 of the gem column wall 20; And Temporary material 40 having the same inner circumferential shape as that of the pillar to prevent the conduction of the pillar when the concrete is poured when the plurality of gem pillar walls 20 are stacked to form a pillar shape; Column construction structure of the building using the masonry pillar wall, characterized in that configured to include. The method of claim 1, The inner surface of the temporary material 40 is elastically compressed to the outer surface of the raw stone pillar wall 20 during construction of the temporary material to protect the outer surface of the raw stone pillar wall 20 while the protective member 42 is attached to the front to support the elastic Column construction structure of the building using the masonry pillar wall, characterized in that. The method of claim 2, The protection member 42 is a pillar construction structure of the building using the masonry pillar wall, characterized in that the material of any one of natural rubber or artificial rubber, polyurethane foam having elasticity. In constructing the pillars of the building, A foundation step of forming a base on the bottom concrete of the lowermost end of the reinforcing bar reinforced from the bottom concrete at the position where the column is to be constructed; A pillar construction step of forming a pillar by stacking a plurality of gem pillar walls formed of gemstones on the base unit to a desired height; Temporary material construction step of installing a temporary material having the same inner circumferential shape as the pillar shape to surround the pillar body formed on the outer surface of the pillar formed through the pillar construction process; Placing concrete in the pillar body wrapped by the temporary material to form a concrete pillar with the reinforcement reinforced therein; And Method for constructing pillars of a building using a masonry pillar wall, characterized in that the construction through the; temporary material dismantling step of dismantling the temporary material after curing the poured concrete.

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