KR20090032471A - Pilling type brick - Google Patents

Abstract

A masonry brick is provided to reinforce the lateral force of brick structure by bonding a part of the brick structure which is laminated perpendicularly. A masonry brick comprises plural bricks(10) which forms the wall structure while being laminated perpendicularly, a penetration pipe(20) which is perpendicularly arranged by lamination of the brick, and a reinforcing steel(30) which bonds bricks together and reinforces the lateral force of the brick.

Description

Masonry bricks {PILLING TYPE BRICK}

BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to masonry bricks used for fences or non-bearing walls, and relates to masonry bricks that can reinforce the lateral forces of bricks by binding a portion of bricks stacked vertically.

In general, masonry bricks form a vertical wall of vertical bricks by stacking rectangular bricks in the form of cubes made of wood, stone, clay, or cement. In the masonry brick, mortar is inserted between the brick body and the brick body stacked on each other. Accordingly, the bricks stacked on each other are integrally connected while being bonded by a mortar. That is, in the masonry brick, a plurality of brick bodies are connected by mortar. Therefore, the masonry bricks form a vertical curtain wall such as a fence, a non-bearing wall or an exterior wall by the brick body connected by the mortar.

However, such a common brick is vertically stacked bricks are bonded by a mortar to form a wall, so the height of the wall can not be more than about 3.5m. That is, the wall can be masoned only up to about 3.5m. If the wall is built more than 3.5m, the wall collapses as the brick is separated laterally by the load. Therefore, the wall cannot be built more than 3.5m. That is, there is a problem that the general brick can not be built to a height of more than 3.5m.

On the other hand, the wall formed by the general brick is a space between the upper end and the ceiling is formed while the upper end is spaced apart from the ceiling (or ceiling beam) when the height of the building ceiling is more than 3.5m. That is, the top of the wall is not connected to the ceiling. In this case, concrete is poured between the top of the wall and the ceiling to connect the top of the wall to the ceiling. However, in this case, the general brick has a problem of collapsing while hitting the supply pipe for supplying the concrete by injection or under the load of the injected concrete. Therefore, there is a problem that it is very difficult to actually inject concrete in the upper end of the wall when using a normal brick.

In addition, the general brick is vertically stacked brick body due to the strong vertical force in the gravity direction, but the lateral force in the horizontal direction is weak, there is also a problem that most of the collapse in the event of a transverse earthquake (longwave).

The present invention was created to solve the conventional problems as described above, to provide a masonry brick structure that can reinforce the horizontal lateral force of the brick body by connecting a portion of the vertically stacked brick body in a straight line. This is the purpose.

In particular, it is an object to provide an masonry brick body in which a portion of the vertically laminated brick body is supported by steel materials.

The masonry brick according to the present invention for achieving the object of the present invention, in the masonry brick used for the fence or non-bearing wall, a plurality of bricks to form a wall-like structure while being stacked vertically; A through tube vertically penetrating the upper and lower surfaces forming the width of the brick body and being vertically fixed to the brick body and vertically aligned by stacking the brick bodies; And a reinforcing bar which vertically penetrates the through pipe and binds the brick bodies while substantially connecting the stacked brick bodies, thereby reinforcing the lateral force of the brick body.

The masonry brick according to the present invention as described above, since the reinforcement is inserted into the through-tubes aligned in a straight line as the bricks are stacked, there is an effect that the lateral force of the brick body is reinforced by the self-stiffness of the reinforcement.

Hereinafter, referring to the masonry brick according to the present invention with reference to the accompanying drawings, the accompanying Figure 1 is a perspective view showing the masonry brick according to an embodiment of the present invention, Figure 2 is 3 is a perspective view of the masonry brick showing another embodiment, Figure 3 is a perspective view showing the state of use of the masonry brick shown in Figure 2, Figure 4 is a state of use of the masonry brick shown in Figures 2 and 3 It is a perspective view showing.

1, the masonry brick according to an embodiment of the present invention is a plurality of brick body 10 as shown; A through tube 20; It includes; reinforcement (30). The following describes these components in more detail.

First, the above-described brick body 10 is formed in a square as shown, the through-hole 10a is formed on one side. The through hole 10a is formed to penetrate from the upper surface 12 to the lower surface 14 forming the width W of the brick body 10. That is, the through hole 10a penetrates the brick body 10 vertically.

Next, the aforementioned through tube 20 is formed in a cylindrical shape as shown, and may be formed of a plastic or metal material. The through tube 20 is inserted into the above-described through hole 10a. Therefore, the through tube 20 penetrates the brick body 10 vertically. That is, the through tube 20 vertically penetrates the upper surface 12 and the lower surface 14 forming the width W of the brick body 10.

The through pipe 20 is inserted into the through hole 10a of the brick body 10 during curing of the brick body 10 and is fixed perpendicularly to the brick body 10 as the brick body 10 is cured. Of course, the through tube 20 may be configured to be inserted into the through hole 10a after the hardening of the brick body 10 is completed.

The through pipe 20 is inserted into the reinforcing bar 30 to be described later as shown. The through tube 20 may be formed on the inner circumferential surface of the protrusion 22 as shown in the enlarged view "A" in the drawing so that the reinforcing bar 30 to be inserted is firmly inserted. That is, the outer circumferential surface of the reinforcing bar 30 is partially pressed by the projection 22. Therefore, the reinforcing bar 30 is inserted into the through tube 20 is firmly fixed. At this time, the above-described protrusion 22 is preferably formed along the circumferential direction on the inner circumferential surface of the through tube 20 as shown, so that the outer circumferential surface of the reinforcing bar 30 is pressed along the circumferential direction.

The through tube 20 may have a wedge protrusion 24 protruding from the outer circumferential surface as shown in the enlarged view "B" so that the outer circumferential surface is fixed to the brick body 10. This wedge protrusion 24 is inserted into the uncured brick 10 and wedge fixed. Therefore, the through tube 20 is firmly fixed to the brick body 10. The wedge protrusion 24 is preferably configured to have an inverted triangular cross section as shown in an enlarged manner to prevent reverse departure, and the through tube 20 so that all four outer peripheral surfaces of the through tube 20 are caught by the brick body 10. It is more preferable to form along the circumferential direction on the outer circumferential surface.

As shown in the through pipe 20, it is preferable to form the height h corresponding to the height H of the brick body 10. Of course, the through tube 20 may be formed to have the same height (H) as the height (H) of the brick body 10, as shown, may be slightly higher or slightly lower. The through tube 20 is preferably fixed to the brick body 10 so that the upper end portion 20a protrudes to the upper surface 12 of the brick body 10 as shown in the enlarged view "C". Of course, in the through tube 20, the upper end portion 20a protrudes from the upper surface 12 of the brick body 10, and thus the lower end portion 20b is positioned inside the lower surface 14 of the brick body 10. That is, the lower end 20b is located inside the through hole 10a. In other words, the lower end portion 20b is located inside the brick body 10.

Finally, the reinforcing bar 30 described above is a reinforcing bar formed as shown. The reinforcing bar 30 is preferably composed of a deformed steel bar with a protruding band formed on the outer circumferential surface of the outer circumferential surface such that the outer circumferential surface is in close contact with the outer circumferential surface of the through tube 20 while partially pressing the smooth inner surface. Thus, when the reinforcing bar 30 is formed of a deformed steel bar, the protrusion band formed on the outer circumferential surface of the reinforcing bar 30 is caught in the groove between the protrusions 22 of the through pipe 20 described above. Therefore, the reinforcing bar 30 is more firmly fixed to the inside of the through tube 20.

Referring to FIG. 2, the brick body 10 may be provided with two through tubes 20 as shown. That is, a plurality of through pipes 20 may be provided in the brick body 10. As shown in the through pipe 20, one side is preferably provided on both sides of the brick body 10 in an opposite state. Of course, the aforementioned reinforcing bar 30 may be inserted only in any one of the plurality of through pipes 20, and alternatively, both may be inserted.

Referring to Figure 3, the brick body 10 is stacked vertically as shown to form a structure. And, the through pipe 20 is vertically aligned due to the stacking of the brick bodies 10 as shown in the enlarged view "D". At this time, the through tube 20 is inserted into the lower end of the through hole (10a) of the brick body 10, the upper end portion 20a protruding to the upper surface 12 of the brick body (10). Therefore, the upper end portion 20a of the through tube 20 supports the lower end portion 20b of the through tube 20 stacked thereon.

As such, since the upper end portion 20a of the through tube 20 is inserted into the through hole 10a of the brick body 10, the brick body 10 stacked vertically is stably stacked. In addition, since the upper end portion 20a of the through tube 20 protrudes to the upper surface 12 of the brick body 10, when the mortar is applied to the upper surface 12 of the brick body 10, the mortar protrudes. Due to the upper end (20a) does not flow into the through tube (20). That is, the through tube 20 may be blocked by the introduction of mortar unless the upper end portion 20a protrudes.

Here, the aforementioned through tube 20 may be formed to have a diameter of the upper end portion 20a smaller than the diameter of the lower end portion 20b, as shown in the enlarged view "E". Thus, when constituting the upper end portion 20a of the through tube 20, the upper end portion 20a is fitted to the lower end portion 20b by the brick body 10 to be stacked as shown in the enlarged view. Therefore, the brick bodies 10 stacked vertically are stacked more stably.

On the other hand, the reinforcement 30 is inserted perpendicular to the through-pipe 20 as shown. Accordingly, the plurality of bricks 10 stacked vertically are fitted to the reinforcement 30. Therefore, the brick bodies 10 are integrally connected to each other through the reinforcing bar 30. That is, the reinforcing bar 30 penetrates the through pipe 20 vertically, and binds the brick bodies 10 while substantially connecting the stacked brick bodies 10.

Thus, since the reinforcing bar 30 connects the brick bodies 10, the brick body 10 is reinforced with the horizontal force in the horizontal direction. That is, the brick body 10 is reinforced with the lateral force by the reinforcing bar 30 as the reinforcing bar 30 is vertically nailed. Therefore, the brick body 10 can be firmly opposed to the external force in the horizontal direction when the external force is applied in the horizontal direction, it can be stacked higher than the vertical. That is, the brick body 10 can not only firmly resist the horizontal load by the reinforcing bar 30, but also can form a higher height of the wall while being stacked higher than before. In conclusion, the brick according to the embodiment of the present invention can form a higher height of the wall that can be formed only up to 3.5m due to the reinforcing bar 30.

Such reinforcing bar 30 is preferably inserted one per three brick body (10). That is, the reinforcing bar 30 is composed of a plurality of are inserted at equal intervals. Of course, the reinforcing bar 30 may be inserted one per two or four to five brick body (10).

Here, the brick body 10 shown in the drawing shows a brick body 10 composed of one through tube 20 shown in FIG.

Referring to FIG. 4, the brick bodies 10 may be stacked in different directions as shown. At this time, as shown in the brick body 10 is the bottom of the plurality of through-pipe 20 of FIG. 2 is stacked as a plurality, the top of the pipe 20 is composed of one is stacked. Of course, the through tube 20 is stacked in communication so as to penetrate the reinforcing bar 30 as shown. That is, the brick body 10 to which one or a plurality of through-pipes 20 are fixed is used in an embarrassing manner depending on the work characteristics.

Since the above embodiments are merely illustrative of preferred embodiments of the present invention, the scope of application of the present invention is not limited to the above, and appropriate modifications are possible within the scope of the same idea. Therefore, since the shape and structure of each component shown in the embodiment of the present invention can be carried out by deformation, it is natural that the modification of the shape and structure belong to the appended claims of the present invention.

1 is a perspective view showing a masonry brick according to an embodiment of the present invention;

2 is a perspective view of a masonry brick showing another embodiment of the present invention;

3 is a perspective view showing a state of use of the masonry brick shown in FIG. And

4 is a perspective view showing a state of use of the masonry brick shown in FIG. 2 and FIG.

<Description of Major Symbols in Drawing>

10: brick

10a: through hole

12: upper surface

14: lower surface

20: through tube

20a: upper part

20b: lower part

22: turning

24: wedge protrusion

30: rebar

Claims (7)

In masonry bricks used for fences and non-bearing walls, A plurality of bricks 10 stacked vertically to form a wall-like structure; Vertically penetrating the upper surface 12 and the lower surface 14 forming the width (W) of the brick body 10 is fixed to the brick body 10 vertically, by stacking the brick body 10 A through tube 20 vertically aligned; And A reinforcing bar 30 which vertically penetrates the through pipe 20 and binds the brick bodies 10 while substantially connecting the stacked brick bodies 10, thereby reinforcing the lateral force of the brick body 10; Including masonry bricks. The method of claim 1, wherein the through tube 20, A masonry brick further comprising; protrusions 22 protruding from the inner circumferential surface to be caught while the outer circumferential surface of the reinforcing bar 30 is partially pressed. The method of claim 2, wherein the projection 22, Masonry brick, characterized in that formed along the circumferential direction on the inner circumferential surface of the through-pipe 20 so that the outer circumferential surface of the reinforcing bar 30 is pressed along the circumferential direction. The method of claim 1, wherein the through tube 20, And a wedge protrusion (24) which is formed to protrude on the outer circumferential surface so that the outer circumferential surface is fixed to the brick body (10) and is inserted into the brick body (10). The method of claim 1, wherein the through tube 20, The upper end portion 20a has a height h corresponding to the height H of the brick body 10 so that the upper end portion 20a is inserted into the lower surface 14 of the brick body 10 by the stacking of the brick body 10. While the upper end portion 20a is configured to protrude to the upper surface 12 of the brick body (10) masonry brick, characterized in that configured. The method of claim 1, wherein the through tube 20, The upper end portion 20a is inserted into the lower surface 14 of the brick body 10 and the diameter of the upper end portion 20a is smaller than the diameter of the lower end portion 20b so as to be fitted to the lower end portion 20b. Masonry brick. The method according to any one of claims 1 to 6, wherein the reinforcing bar 30, Masonry-shaped brick, characterized in that; the inner circumferential surface of the through-tube 20, the outer circumferential surface is partially pressed while the protruding strip is formed on the outer circumferential surface.

Images