KR101779878B1 - The construction structure by using prefabricated bricks, and the construction method thereby - Google Patents

Abstract

The present invention relates to a brick dry-construction structure to build prefabricated bricks without a binding material such as mortar, and to a method of constructing the same. The prefabricated brick dry-construction structure comprises: a brick part (100) including more than three types of bricks manufactured according to standard specifications; a coupling rod part (200) coupling the brick part (100); a brick layer part (300) manufactured with the brick part (100) and the coupling rod part (200); and a cement base layer (400) laying a base on which the brick layer part (300) is installed. In addition, the method comprises: a cement base layer (400) construction step (S10) of laying the base on which the brick layer part (300) is built on; a brick layer part building step (S20) of building the brick part (100) on the cement base layer (400); a coupling rod part insertion step (S30) of inserting the coupling rod part (200) to the brick layer part (300); a waterproof step (S40) of waterproofing a wall surface on which the coupling rod part (200) and the brick layer part (300) are coupled; and a cement finishing layer construction step (S50) of constructing a roof of the waterproofed wall surface.

Description

BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a construction method and a construction method for a prefabricated brick,

The present invention relates to a brick dry type construction structure and a construction method for stacking prefabricated bricks without using an adhesive such as mortar, comprising: a brick part (100) comprising bricks made of three or more kinds in accordance with standard specifications; An engaging bar portion 200 for engaging the brick portion 100; A brick layer part 300 made of the brick part 100 and the coupling bar part 200; And a cement foundation bottom layer (400) for strengthening the base on which the brick layer part (300) is to be built.

In addition, the present invention may further comprise: constructing a cementitious base layer (400) for forming the brick layer part (300); A brick layer forming step (S20) of stacking the brick part (100) on the cement foundation layer (400); An engaging bar portion inserting step (S30) for inserting the engaging bar portion (200) into the brick layer portion (300); A waterproofing step (S40) of waterproofing the wall surface where the joining bar part (200) and the brick layer part (300) are joined together; And a cement finishing layer constructing step (S50) of constructing a roof of the waterproofed wall surface.

Wet masonry is the method most commonly used in construction since ancient times, which means that the materials such as bricks, concrete blocks, and stones are formed by laminating workpieces using mortar (mortar). In the field of construction construction, it is a productive and traditional structure that has been used for a long time, and the accumulation of technology is relatively good.

However, when the wet masonry is cemented between bricks, when the masonry is not aligned horizontally, the wall may be inclined or the load received by the wall may be irregular. Because of this, the field work is complicated and requires a high level of skill, so there is a problem that the skilled workforce is highly dependent and the construction period is long.

Moreover, due to the mortar, the weight of the building member becomes large, and cracks easily occur in the lateral force.

In addition, since it uses mortars sensitive to humidity and temperature, it is inevitably affected by the season. However, there is a problem in that it is difficult to work because it may cause cracks, sags and leaks during the rainy season and below freezing.

Recently, due to expensive construction and materials costs, there are more and more people who participate directly in building, repairing and interior construction.

The applicant of the present invention has devised the present invention by devising a brick dry construction method and a construction method which can easily assemble even a novice without using mortar according to this trend.

As a prior art related to the present invention, a brick dry structural body and a construction method thereof are described in Japanese Patent Publication No. 10-1422445.

According to claim 1, there is provided an apparatus comprising: an angle (100) attached to a wall; A plate (200) supported by the angle (100) and installed laterally of the wall; A joint pin (310) installed through at least one of the first through hole (120) of the angle (100) and the second through hole (210) of the plate (200); A first reinforcing bar 300 having an end inserted into the joint pin 310 and installed in a longitudinal direction of the wall; And a fitting space 412 in which the first reinforcing bar 300 is inserted and fixed at a predetermined angle with an end of the connecting groove 411. The first reinforcing bar 300 is inserted into a fitting space 412 And a brick (400) having an engaging portion (410) including a plurality of bricks (400).

This prior art has a problem in that the brick is assembled without using mortar, and there are too many devices necessary for masonry building. In addition, one wall to support the installed equipment is needed first, and the meaning of self-construction is lost.

Moreover, since the shape of the brick is complicated, the process of manufacturing the brick is increased, so that the selling price of the brick is increased.

Another prior art is described in Korean Utility Model Registration No. 20-0265957 on bricks.

The brick insertion portion 1b and the brick insertion portion 1b corresponding to the brick protrusion 1a are provided symmetrically on opposite sides of each other at left and right predetermined positions and one end of the protrusion 1a and the insertion portion 1b are inclined And a reinforcing bar insertion hole 1c penetrating the upper and lower portions at the center of the protruding portion 1a and the insertion portion 1b is formed at a certain number in the center so that the bricks are assembled to keep the gap constant, In which a plurality of bricks are provided.

The prior art is a method in which a long pipe is installed and the bricks are fitted on top of the pipe. However, this method is difficult to combine bricks in field construction, and is not used by people in the actual field. In addition, there is a protrusion in the shape of the brick, and a gap is formed in the brick installed at the bottom. Such a gap may cause a problem of crack and load imbalance over time. There is a problem that the mortar is required to fix it, or that a groove can be formed in which the protruding portion can enter when the foundation bottom layer is manufactured.

Therefore, the applicant of the present invention intends to develop a brick dry construction method and a method which can be used without mortar and which can be fixed without tilting or collapsing.

Patent Registration No. 10-1422445 Registration Practical Utility Model No. 20-0265957

The present invention has been made to solve the above-mentioned problems, and an object of the present invention is to provide a brick dry type construction structure and a construction method for stacking prefabricated bricks without using an adhesive such as mortar, A brick part (100) comprising bricks made of more than one kind; An engaging bar portion 200 for engaging the brick portion 100; A brick layer part 300 made of the brick part 100 and the coupling bar part 200; And a cement foundation bottom layer (400) for cementing the base on which the brick layer part (300) is to be built.

The present invention also provides a method of manufacturing a cementitious cementitious base material, comprising the steps of: (S10) constructing a cementitious base layer (400) for forming a brick base layer (300); A brick layer forming step (S20) of stacking the brick part (100) on the cement foundation layer (400); An engaging bar portion inserting step (S30) for inserting the engaging bar portion (200) into the brick layer portion (300); A waterproofing step (S40) of waterproofing the wall surface where the joining bar part (200) and the brick layer part (300) are joined together; And a cement finishing layer constructing step (S50) of constructing a roof of the waterproofed wall surface.

According to an aspect of the present invention, there is provided a brick dry type construction structure and a construction method for stacking prefabricated bricks without using an adhesive such as mortar, A brick portion 100 including a plurality of bricks; An engaging bar portion 200 for engaging the brick portion 100; A brick layer part 300 made of the brick part 100 and the coupling bar part 200; And a cement foundation bottom layer 400 for strengthening the base on which the brick layer part 300 is to be built.

In addition, the present invention may further comprise: constructing a cementitious base layer (400) for forming the brick layer part (300); A brick layer forming step (S20) of stacking the brick part (100) on the cement foundation layer (400); An engaging bar portion inserting step (S30) for inserting the engaging bar portion (200) into the brick layer portion (300); A waterproofing step (S40) of waterproofing the wall surface where the joining bar part (200) and the brick layer part (300) are joined together; And a cement finishing layer constructing step (S50) of constructing a roof of the waterproofed wall surface.

The brick dry construction construction method and the construction method according to the present invention do not use an adhesive material such as mortar and do not need to be horizontally aligned, so that anyone can easily and quickly build up bricks.

In addition, by inserting the connecting rod in a certain pattern, the wall receives a large load and disperses the load, so that the brick can be set up while being fixed without being tilted or collapsed.

In addition, it has the effect of making three kinds or more of bricks without changing greatly in the shape of the bricks used in the past, so that a clean and firm wall can be erected.

1 is a view showing one side of a wall assembled by a brick drying method according to the present invention.
Fig. 2 is a view showing three or more types of bricks having grooves according to the present invention.
3 is a view showing various shapes of a brick groove according to the present invention.
4 is a view showing an embodiment in which bricks are mated.
5 is a view showing a cross section of a wall into which a coupling rod is inserted.
6 is a view showing an embodiment due to an impact on a wall surface into which a coupling rod having the same length is inserted.
7 is a view showing a cross-section of a wall into which a joining bar is inserted while raising the door frame.
8 is a view showing the flow of a construction method of the present invention.

The terms and words used in the present specification and claims should not be construed as limited to ordinary or dictionary terms and applicants may properly define the concept of a term in order to best describe its invention It should be construed as meaning and concept consistent with the technical idea of the present invention.

Therefore, the embodiments described in the present specification and the configurations shown in the drawings are merely the most preferred embodiments of the present invention and do not represent all the technical ideas of the present invention, so that various equivalents It should be understood that variations can be made.

Before describing the present invention with reference to the accompanying drawings, it should be noted that the present invention is not described or specifically described with respect to a known configuration that can be easily added by a person skilled in the art, Let the sound be revealed.

Also, in the present application, the term "coarse" means that bricks are piled up without applying mortar.

The present invention relates to a brick dry construction method and a construction method, and it does not greatly change the shape of a brick used in the past, does not use mortar, . Also, it is possible to insert a connecting rod having a length equal to or longer than the wall length after both corners of the wall are set up, and a connecting rod having a length longer than the height of the frame after inserting the door frame or window frame edge. Wherein the length of the connecting rod is a length of up to a half of the length of the brick so as to connect the brick and the brick.

The brick dry construction structure and construction method will be described with reference to FIGS. 1 to 8 attached hereto.

2 is a view showing three or more types of bricks having grooves according to the present invention, and Fig. 3 is a view showing a brick according to the present invention. Fig. FIG. 7 is a view showing various shapes of grooves.

4 is a view showing an embodiment in which bricks are mated, FIG. 5 is a view showing a cross-section of a wall into which an engagement rod is inserted, and FIG. 6 is a cross- FIG.

Fig. 7 is a view showing a cross section of a wall into which a joining bar is inserted while raising the door frame, and Fig. 8 is a view showing the flow of the construction method of the present invention.

1, the brick part 100, the brick groove 101, the connecting rod part 200, the brick layer part 300, and the cement base layer 300 made of cement according to one embodiment of the present invention, (400).

Referring to FIG. 2, the brick part 100 may be manufactured in three or more types. 1 brick 110 is fixed to a unit of a standard size so that one brick 110 is made up of two bricks 120 and three bricks 130 having the same height and length, do. However, bricks of various shapes may be manufactured by extending the one-way brick 110 vertically and horizontally according to the needs of the designer.

Here, the standard specification refers to the standard of the one-size brick 110 in the present application, and it can indicate the width, height, height of the one-size brick 110, the position of the groove and the size of the groove.

The reason for manufacturing the one-groove brick 110 and the three-groove brick 130 at this time is as follows.

The most commonly used length laying method is a method of stacking the two-groove bricks 120 in a zigzag manner. As a result, a space is formed at each edge of each even-numbered layer of the wall to be coarsened.

 However, in the process of cutting the brick, it is difficult to make a clean cross section, it is not easy to adjust the size correctly, and cracks may be caused by the impact. Therefore, accurate and clean bricks can be used by manufacturing the one-home brick 110 and the three-groove brick 130.

At this time, the material of the brick part 100 may be manufactured by mixing various materials such as yellow soil, cement, marble, calcareous material, etc., and may be changed according to the designer's needs such as strength and color.

Here, the method of length building is a method of building a brick, in which the length side of the brick is continuously seen on the wall surface. In this method, only the brick length is displayed on the surface except for both ends. The brick masonry method used is not only lengthened but also various methods can be used.

The brick grooves 101 of the brick part 100 are arranged at regular intervals and can be fixed by sandwiching the connecting bar 200. As shown in FIG. 3, the shape of the groove is not limited to a circular shape, a square shape, a polygonal shape, or any other shape, and can be applied to any shape as long as the shape of the groove can be fixed by sandwiching the joint bar 200.

4, the cement based layer 400 is first piled up and the brick layer 300 is stacked starting from the two-groove brick 120. In the case of using the lengthwise piling method, both sides of the second brick layer 320 There will be one space left on the edge. If this is filled with the one-groove brick 110 or the three-groove brick 130, the bricks can be more tightly coupled and a clean wall surface can be expressed. At this time, it is preferable that the second brick layer 320 and the fourth brick layer 340 are alternately arranged to each other for more stable bonding.

The cementitious base layer 400 when stacking the first brick layer 310 should be in a completely hardened state. However, it is preferable to insert the first coupling rod 210 and the second coupling rod 220 into the cement in accordance with the intervals at which the bricks are mated when the cement base layer 400 is dried. This can be done from the first brick layer 310 to prevent the wall surface from collapsing or tilting, or from the first brick layer 310 without the insertion of the floor joining rods 210, according to the needs of the designer.

5 is a cross-sectional view of a wall surface into which the coupling bar 200 is inserted, as described above.

The joining bar 200 is inserted into the cement foundation layer 400 which is first made flat and then the joining bar 200 of the bottom layer is inserted into the cement foundation layer 400 while the brick layer 300 is sandwiched therebetween, The construction is carried out while inserting the bar 200.

The reason why the first connecting rod 210 and the second connecting rod 220 are alternately used is that when all the bricks 100 are fixed by the connecting rod 200 having the same length, This is because the wall supporting part is located at a specific position, which can easily crack and collapse.

For example, as shown in FIG. 6, when the connecting rod having the same length is used, the height of the connecting rod section is the same, so that when the impact is applied in the direction of the arrow, a part of the wall is broken and the wall can be entirely fallen.

Therefore, the structure in which the portion supporting the wall from the impact or the load can be uniformly dispersed has the following pattern.

The bottom connecting rod 200 of the x and x + 1 columns starts with the first connecting rod 210, assuming that the first left bottom floor is fixed to the x row and the right side is the x + n row.

The connecting rod 200 in the next x + 2 column is connected to the second connecting rod 220, the column x + 3 and the column x + 4 are connected to the first connecting rod 210, and the column x + (220).

In other words, a method of once inserting the first connecting rod 210 once, then once using the second connecting rod 220, then twice using the first connecting rod 210 and once using the second connecting rod 220 Repeat until one row is established.

The second connecting rod 220 is used first and the second connecting rod 220 is connected to the first connecting rod 210 twice and the second connecting rod 220 ) And repeating the insertion of the first coupling rod 210 twice.

In the next three rows, the first coupling rod 210 is used first, and the first coupling rod 210 is once, the second coupling rod 220 is twice, the first coupling rod 210 is once, A method of repeating insertion of the rod 220 twice is used.

In the case where the method used in lines 1 to 3 is applied again from the fourth line or the end of the coupling bar 200 is the same when the coupling is finished without any further coupling, 220, respectively.

It is most preferable to use the arrangement method as described above, but the present invention is not limited thereto and can be changed according to the needs and convenience of the designer.

However, when the door frame or the window frame is inserted as shown in FIG. 7 and the bricks are assembled, it is preferable to insert the connecting rod made to have a length equal to or longer than the height of the frame. This is because it is necessary to work more delicately on the wall that contains the frame than on the wall that does not contain the frame. If the wall is slightly twisted or tilted, it may become difficult to open or close the door or the window, to be.

Also, it is preferable to insert a coupling rod inserted into both corners of the wall, which is longer than the length of the wall, but the length of the coupling rod can be changed according to the designer's convenience.

However, as shown in Figs. 5 to 7, the length of the connecting rod should be such that the brick can be connected to the brick so that it can reach half of the brick.

8 is a view showing the flow of a construction method of the present invention.

Hereinafter, an example will be described in which a construction is carried out in a lengthwise stacking manner according to an embodiment of the present invention.

1. Construction step (S10) of cement foundation layer

The first step is the construction of a flat foundation layer using cement, which is the step of building a foundation for supporting bricks. The cementitious base layer must be completely hardened before proceeding to the next step. At this time, as described above, it is preferable that the coupling bar 200 is inserted and cemented together, but the brick layer 300 can be directly assembled without inserting the coupling bar 200 according to the needs of the designer.

2. Brick layer forming step (S20)

In the case where the bricks are stacked on the previously inserted connecting rod 200 or the connecting rod 200 is not inserted in advance, the bricks 100 are piled up, The rod 200 is inserted.

4, the brick part 100 is formed by alternately mixing the one-groove bricks 110, the two-groove bricks 120 and the three-groove bricks 130 starting from the two-groove bricks 120, It builds up.

It is possible to combine them by using various methods such as stacking, stacking, and so on.

3. In the inserting step (S30)

Is performed at the same time as the step of stacking the brick layer part 300 and may be performed at some time before the brick layer parting step S20. At this time, the connecting bar 200 is designed to reach the intermediate position of the brick groove, so that the brick layers can be coupled with each other.

5, but it can be inserted into various structures according to the needs and convenience of the designer.

4. Waterproofing step (S40)

As a step for achieving the purpose of waterproofing or the like on the wall surface, silicone, a water repellent agent, and an outer wall waterproofing agent can be used.

There are various methods of waterproofing the brick-walled wall. For example, first, water-repellent agent is applied to the wall surface to make a waterproof effect on the wall surface, and then the sealant works to fill any cracks or gaps.

Then, urethane is applied on the window frame, and then silicone is applied to the window frame or the opening of the window frame. Finally, apply the outer wall waterproofing agent evenly.

However, since the above method does not use the color of the brick, the method may be different if the brick is intended to be colored. If there is a crack or crack, fill with a mixture of sealant and paint suitable for brick color, then apply a clear waterproofing agent.

In addition to the above methods, various methods and materials can be used. In the case of bricks used indoors, the waterproofing step may not be used according to the needs of the designer, but it is preferable to perform the waterproofing step for bricks that are installed outdoors.

5. Cement finishing layer construction step (S50)

In the step of applying the finish layer on the brick, the cement is applied on the finished joining bar 200 with a predetermined length, and then the brick is further raised by using the brick-piling method, or the brick can be finished with the cement alone have.

Or a method in which the masonry layer can be neatly finished, for example, by applying a cement and then applying an iron roof.

100: brick portion 101: brick groove
110: 1 Home Brick 120: 2 Home Brick
130: 3 Home brick
200: engaging rod 210: first engaging rod
220: second coupling rod 230: third coupling rod
300: brick layer part 310: first brick layer
320: second brick layer 330: third brick layer
340: fourth brick layer
400: cement foundation layer

Claims (1)

A prefabricated brick dry construction for stacking prefabricated bricks without using an agglomerate,
A brick part 100 including bricks made of three or more kinds according to standard specifications; An engaging bar portion 200 for engaging the brick portion 100; A brick layer part 300 formed by combining the brick part 100 and the coupling bar part 200; And a cement foundation bottom layer (400) for strengthening the base on which the brick layer part (300) is to be built,
The brick part (100)
The present invention relates to a two-tier brick (120) and a three-tier brick (130) which are formed by extending left and right trenches (120)
The brick layer part (300)
A first brick layer 310, a second brick layer 320, a third brick layer 330, and a fourth brick layer 340,
When the marginal side is left while the marginal bricks 120 are stacked in a lengthwise stacking manner, the marginal bricks 110 are filled with the 1-groove bricks 110 or the 3-groove bricks 130,
The coupling bar (200)
A first coupling rod 210, a second coupling rod 220, and a third coupling rod 230,
In the brick dry construction structure,
In order to enhance the fixing force, the coupling bar 200 is coupled with a certain pattern,
When the first left-bottom floor is x columns and the right-side is x + n columns,
X + 2 columns are connected to the second coupling rods 220, and x + 3 and x + 4 columns are connected to the first coupling rods 210, 210, the row x + 5 is repeatedly coupled to the second coupling rod 220,
The x column of the second row is the second joining bar 220, the x + 1 and x + 2 columns are the first joining rods 210, the x + 3 row is the second joining rods 220, x + 4 and x + 5 columns are repeatedly coupled to the first coupling rod 210,
X rows of the third row are the first connecting rods 210, the rows x + 1 and x + 2 are the second connecting rods 220, the row x + 3 is the first connecting rods 210, x + 4 and x + 5 rows are repeatedly coupled to the second coupling rod 220,
Line 4 applies again the method used in lines 1 to 3,
And the first coupling rod 210 and the second coupling rod 220 are selectively inserted and coupled so that an end length of the coupling bar 200 is the same when finishing without further stacking. Construction structure.

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