WO2022182052A1

WO2022182052A1 - Multisided coupling masonry block wall structure and wall construction method using same

Info

Publication number: WO2022182052A1
Application number: PCT/KR2022/002278
Authority: WO
Inventors: 박재홍
Original assignee: 박재홍
Priority date: 2020-03-30
Filing date: 2022-02-16
Publication date: 2022-09-01
Also published as: KR20210122068A; KR102343512B1

Abstract

The present invention relates to a multisided coupling masonry block wall structure and a wall construction method using same, the block wall structure having block protrusions which are formed at both ends of the upper and lower surfaces of a rectangular parallelepiped block body, are formed in a square column shape, and protrude at the same height, having, between the protruding block protrusions, block grooves that have a width equal to the sum of the widths of both-side block protrusions, so that blocks having an H or I-shaped vertical cross section shape are stacked so as to be arranged in a zigzag with respect to each other, and allowing insert coupling, which ensure coupling force between the blocks, while allowing the two block protrusions, which come in contact with each other, of the blocks arranged to be adjacent to each other in the lateral direction, to be inserted into the block grooves of the vertically stacked blocks, and thus the constructability and seismic performance of a masonry wall of a building can be improved.

Description

Multi-faceted masonry block wall structure and wall construction method using the same

The present invention relates to a wall structure and a wall construction method for forming a wall of a building by masonry of a plurality of blocks, and more particularly, to a block in which both ends of the upper and lower surfaces of the block body in the shape of a rectangular parallelepiped form a square pillar shape, but the block protruding at the same height The protrusions are formed, and a block groove having a width equal to the sum of the widths of both block protrusions is formed between the protruding convex protrusions, and blocks forming an H or I-shaped vertical cross-sectional shape are stacked so that they are arranged in a zigzag manner. If two block protrusions contacting each other between blocks arranged to be adjacent in the lateral direction are inserted into the block grooves of the blocks stacked up and down, a fitting coupling is made that secures a cohesive force between the blocks, thereby improving workability and seismic performance. It relates to a combined masonry block wall structure and a wall construction method using the same.

In general, in masonry construction in which blocks are masonry on the wall of a building to form a wall, a worker stacks blocks and applies mortar between the blocks to fix the masonry blocks to each other.

Such a masonry wall has the advantage of low construction cost, but because of its lower seismic performance compared to the reinforced concrete wall structure, the mortar fixing the block is separated when an external force is applied due to an earthquake, etc. did.

In order to improve the seismic performance of the masonry wall, the cement block and the masonry construction method of the Korean Patent Publication No. 10-0895323 (registered on Apr. 21, 2009), and the Korean Utility Model Publication No. 20-2011-0011623 (Published on December 16, 2011), a wall structure and construction method that improves the bonding force between blocks after wall construction through the combination of projections and grooves formed in the connection part of the block is proposed.

However, the size and thickness of the grooves and projections of the block constituting such a wall structure must be increased in order to maintain the level of rigidity at which the grooves and projections will not be damaged by external forces acting on them. The increase in the weight of the masonry made the masonry work difficult, and the space usability decreased as the installation cross-sectional area of the masonry wall increased.

In addition, in the case of the existing masonry wall construction method in which the blocks to be stacked are fixed to each other by applying mortar between the blocks, the mortar of the blocks stacked on the bottom leaks out due to the weight of the blocks to be stacked, and the bonding force between the blocks is reduced, In order to prevent the wall from tilting, the height of blocks that can be masonry per day is limited to 1.5m or less in accordance with the technical guidelines for safety and health work in masonry.

And, there was a problem in that the block wall construction process was delayed because it takes a lot of time in the process of applying the mortar to the bonding surface between blocks and the process of drying the mortar.

In order to solve this problem, the assembly structure of the building block of the Republic of Korea Patent Publication No. 10-1071364 (registered on September 30, 2011), and the wedge-shaped coupling of the Republic of Korea Patent Publication No. 10-1861837 (registered on May 21, 2018) In a wall structure using an additionally formed block and frame, and a wall construction method using the same, a block constituting a masonry wall by mounting and fixing a frame on the outer surface of the masonry block wall with enhanced performance to prevent separation between blocks by combining grooves and protrusions A masonry wall structure that can reduce the size and thickness of blocks while preventing the separation of the blocks is proposed.

However, in the case of a masonry wall structure in which blocks are fixed using a frame, it is necessary to individually manufacture a frame according to the size of the wall to be constructed. increase, and there was a problem in that the aesthetics of the wall constructed by the frame exposed to the outside after wall formation was impaired.

In addition, because the wall according to the existing masonry method has a limited shape and masonry method, it can have an adverse effect on the environmental design by uniformizing the completed wall design. It was necessary to create a stable and colorful urban environment, improve the value of environmental design, and at the same time improve wall construction cost and construction efficiency.

In an embodiment of the present invention, an object of the present invention is to improve the seismic performance of the wall by improving the rigidity of the connection between the blocks when the masonry block wall structure is formed.

In an embodiment of the present invention, by simplifying or omitting the process of applying mortar to the bonding surface between blocks, it is an object of the present invention to improve the masonry block wall construction efficiency and shorten the construction time.

In an embodiment of the present invention, by improving the efficiency of block masonry work, which is performed manually by workers and has labor-intensive features, the time required for masonry work, which requires high cost compared to material cost, is shortened to reduce the cost of masonry wall construction aim to

In an embodiment of the present invention, an object of the present invention is to provide a masonry wall structure that meets the seismic design standards by closing the corners of the wall with blocks when forming the masonry wall.

According to an embodiment of the present invention, in the masonry block wall structure in which a plurality of blocks are connected to form a wall of a building, the block is a rectangular parallelepiped block body, the upper and lower surfaces of both ends of the block body 110 are It protrudes in the shape of a rectangular pillar of the same height to form a symmetrical shape, and the horizontal length of the upper and lower surfaces forming the end of the rectangular pillar and the vertical length matching the block thickness are of the same size, so that the vertical cross-sectional shape forms a square shape, respectively It is formed between the four block projections and the convex projections, and consists of block grooves that are equal to or twice the width of the block projections on both sides to form an H or I-shaped vertical cross-sectional shape, but the blocks stacked up and down are zigzag As two block projections in contact with each other between blocks arranged so as to be adjacent in the lateral direction are inserted into the block grooves of the blocks stacked up and down, the vertical and horizontal binding force between the neighboring blocks and the neighboring blocks 100 It is a multi-faceted combined masonry block wall structure, characterized in that the fitting to secure the

According to an embodiment of the present invention, at the outer end of the wall, a fixed panel having the same shape as the block is fitted with the block forming the outer end of the wall, and the fixed panel is fixed between the fixed panel and the pillar, slab or wall of the building. One or more through-holes are formed so that the fastening member is connected.

According to an embodiment of the present invention, one or more frames are mounted between pillars or slabs of a building, and a wall is fixed to the frame surface through a plurality of fastening members.

According to an embodiment of the present invention, an inclined surface is formed on all or part of the corners of each block constituting the wall, and adhesive is injected through the inclined surface when the wall is formed, and the connecting surfaces between the blocks are fixed to each other by the adhesive.

According to an embodiment of the present invention, the two walls of the first wall and the second wall are vertically connected to each other, and between blocks stacked in a diaphragm at the center or at the end of the first wall, between opposing block grooves A block protrusion protruding from one side end of the stacked block of the second wall is inserted into the space of the second wall, and a fitting coupling between the block protrusion and the block groove of the two vertically connected walls is made.

According to an embodiment of the present invention, the block protrusion protrudes from one end of the upper and lower surfaces of the block body to one end of the upper and lower surfaces of the block body to correspond to the shape of each concave and convex portion in the uneven portion formed in the block uncoupled portion formed at the end of the wall to have a ┣-shaped cross-sectional shape, The block protrusion protrudes to the upper or lower surface of both ends of the block body at the end of the wall, and a closing block having a Π-shaped cross-sectional shape is inserted.

According to an embodiment of the present invention, a wall is formed by connecting a plurality of wall modules formed by combining blocks in a predetermined quantity of two or more rows respectively in the longitudinal and height directions of the wall, but all or part of the corners of each block constituting each wall module. An inclined surface is formed in the wall module, and an adhesive is injected through the inclined surface when the wall module is formed, and the connecting surfaces between blocks are fixed to each other by the adhesive.

According to an embodiment of the present invention, the blocks are fixed to each other by fitting between the block projections and the block grooves formed on the blocks constituting the wall, so that the process of applying the mortar between the blocks of the masonry block wall according to the existing method is omitted or used. It is possible to minimize the amount of masonry, which has the effect of shortening the block masonry time and improving the efficiency of wall construction.

According to an embodiment of the present invention, the shock-absorbing and seismic performance of the constructed wall is improved by effectively distributing the load acting on the wall when an external force is applied by increasing the contact area and the coupling length between the blocks through the blocks forming the contact surfaces of the 12 connecting parts. has an improving effect.

According to an embodiment of the present invention, by supporting the rear surface of the wall through a fixed panel mounted between the pillars or slabs of the building, it prevents a decrease in the strength of the wall when forming a wall of a large area, and improves the impact resistance and seismic performance of the constructed wall There is an effect that can be improved.

According to an embodiment of the present invention, by injecting an adhesive to the bonding surface between blocks, the bonding force between blocks and the airtightness of the connection are improved, and the process of applying mortar to the bonding surface between blocks is omitted, It has the effect of increasing the speed of wall construction.

According to an embodiment of the present invention, when forming a wall corner of a building corner, an indoor wall separating the indoor space of a building, or a connection part between a wall and a ceiling of a building, the block protrusion and block connection between the walls by the fitting coupling between the block protrusions and the block grooves respectively formed on the two walls It has the effect of improving the strength and performing the masonry wall construction of the ceiling where it is difficult to perform the masonry work of the block.,

According to an embodiment of the present invention, by coupling the finishing protrusions to the gaps and protrusions formed at the end of the wall, the waterproof and windproof performance of the constructed wall is improved, and there is an effect of adding an aesthetic feeling.

According to an embodiment of the present invention, by modularizing the wall structure and constructing the wall by connecting a plurality of pre-produced wall modules according to the size of the wall to be constructed, the time required for masonry of the block is shortened, thereby improving the wall workability. There is an effect that can make it happen.

1 is a view showing the shape of a block according to an embodiment of the present invention.

2 is a view showing the structure of a wall according to an embodiment of the present invention.

3 is a view showing an installation structure of a wall to which a fixed panel or frame is applied and a shape of the fixed panel according to an embodiment of the present invention.

4 is a view showing an example of the position and shape of an inclined surface of a block according to an embodiment of the present invention.

5 is a view showing a cross-sectional structure of a wall when bonding between blocks by injection of an adhesive according to an embodiment of the present invention.

6 to 8 are views each showing a wall corner structure at the corner of a building in connection between two walls according to an embodiment of the present invention, an indoor wall surface structure for dividing the indoor space of a building, and a structure for forming a connection part between a wall surface and a ceiling of a building. .

9 is a view showing the structure of a wall to which the finishing block is coupled according to an embodiment of the present invention.

10 is a view illustrating a gap occurring in a wall connection portion when a wall corner of a corner of a building is formed by a connection between two walls according to an embodiment of the present invention.

11 is a wall structure that prevents the occurrence of gaps in the connection part by using a block having a block groove having the same width as the width of the block protrusion when forming the wall corner of the corner of the building by the connection between the two walls according to the embodiment of the present invention. It is a drawing showing

12 is a wall surface by using a block having a block groove having a width three times the width and the width of the block protrusion when forming an indoor wall surface dividing the indoor space of a building by connecting two walls according to an embodiment of the present invention; It is a diagram showing the structure of the wall in which the fitting occurs at the inter-connection part.

13 is a view showing a modular structure for forming a wall by connecting a plurality of wall modules according to an embodiment of the present invention.

14 is a view showing a modular structure for forming a connection part between two walls by connecting a plurality of wall modules according to an embodiment of the present invention.

15 is a view showing a process of cutting the end of the block protruding to the outside of the wall surface of the connection portion between the two walls in the wall finishing process according to an embodiment of the present invention.

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

It will be described in detail focusing on the parts necessary to understand the operation and operation according to the present invention.

While describing the embodiments of the present invention, descriptions of technical contents that are well known in the technical field to which the present invention pertains and are not directly related to the present invention will be omitted.

This is to more clearly convey the gist of the present invention by omitting unnecessary description.

In addition, in describing the components of the present invention, different reference numerals may be given to components with the same names according to the drawings, and the same reference numerals may be given even though they are different drawings.

However, even in such a case, it does not mean that the corresponding components have different functions depending on the embodiment or that they have the same function in different embodiments, and the function of each component depends on the corresponding embodiment. It should be judged based on the description of each component in

In addition, the technical terms used in this specification should be interpreted as meanings generally understood by those of ordinary skill in the art to which the present invention belongs, unless specifically defined otherwise in this specification, and excessively inclusive It should not be construed as meaning or in an excessively reduced meaning.

Also, as used herein, the singular expression includes the plural expression unless the context dictates otherwise.

In the present application, terms such as "consisting of" or "comprising" should not be construed as necessarily including all of the various components or various steps described in the specification, some of which components or some steps are It should be construed that it may not include, or may further include additional components or steps.

The multi-faceted combined masonry block wall structure according to an embodiment of the present invention forms a wall 10 such as a wall structure of a building or a decorative wall surface for interior by stacking and connecting a plurality of blocks 100, and the block 100 shape And the connection structure of the block 100 will be described in detail as follows.

As shown in Figs. 1 and 2a, the block 100 is formed in a rectangular column shape with both ends of the upper and lower surfaces of the block body 110 of a rectangular parallelepiped shape, respectively, and the block protrusion 120 protruding to the same height is formed, and convex A block groove 130 having a width equal to the sum of the widths of both block projections 120 is formed between the projections 120 so that the vertical cross-sectional shape of the block 100 is H or I-shaped.

The block 100 may be made of various materials depending on the use and design of the wall 10 to be constructed, such as inorganic containing a bonding hardener such as cement, metal containing steel and light metal alloy, ceramic, synthetic resin, and the like.

The wall 10 according to an embodiment of the present invention is formed by arranging a plurality of blocks 100 so that the block protrusions 120 are positioned vertically, and stacking the blocks 100 on top of the blocks 100 on which the arrangement is completed. will do

Blocks 100 stacked up and down next to each other are arranged in a zigzag with each other so that the longitudinal side end of each block 100 is located in the center of the block body 110 stacked on the upper or lower side, that is, the wall ( 10), two block projections 120 contacting each other between the blocks 100 arranged to be adjacent in the longitudinal direction are inserted into the block grooves 130 of the blocks 100 stacked up and down next to each other, and are stacked adjacent to each other. Fitting between the blocks 100 is made.

Specifically, as shown in Fig. 2a, when the width of the block projection 120 on one side is L1 and the width of the block projection 120 on the other side is L2, the width L3 of the block groove 130 is equal to the sum of L1 and L2. When forming the wall 10 by the block 100 masonry, one block protrusion 120 having a width of L1 and the block protrusion 120 having a width of L2 on the other side are stacked up and down next to each other ( 100) while being inserted into the block groove 130 having a width of L3, a firm fixation is made.

At this time, when the widths of the block protrusions 120 on both sides, that is, the sizes of L1 and L2 are formed differently from each other, the blocks (100) adjacent in the longitudinal direction of the wall 10 in the masonry process of the block 100 due to the nature of the masonry work performed by hand ( Between 100), the connection between the block projections 120 on one side or the connection between the block projections 120 on the other side may occur.

When the blocks 100 are stacked up and down the connection part between the block protrusions 120 of the same type, a gap occurs in the coupling part with the block groove 130 as shown in FIG. 2b , or the stacking of the blocks 100 is impossible. Since the case occurs, as shown in Fig. 2a, the operator has to align the directions of the block projection 120 on one side and the block projection 120 on the other side to perform the masonry operation between the blocks 100, which may cause inconvenience.

Accordingly, the four block protrusions 120 formed at both ends of the upper and lower surfaces of each block 100 protrude in a shape symmetrical to each other as shown in FIG. 2C to form the same height and width, and block groove 130 . The width is preferably made to be twice the width of the block protrusion 120, and through this, the arrangement direction between the blocks 100 to be connected can be removed, thereby improving the efficiency of the block 100 masonry operation.

In addition, as shown in FIGS. 1a to 1c, even if the height ratio between the height of the block body 110 and the convex projection 120 changes from each other, the block 100 constituting the wall 10 forms a certain standard, When the height of the block protrusions 120 formed at the upper and lower parts of each block 100 is uniformly formed, the fitting coupling between the block protrusions 120 and the block grooves 130 of the connection part of the masonry wall 10 can be made.

At this time, in order to improve the cross-sectional rigidity and structural stability of the wall 10, and the bonding force between the blocks 100, the protruding height of the block protrusion 120 is preferably limited to the block body 110 height or less.

The wall 10 formed by the masonry block 100 is fixed to the pillar, slab or wall surface of the building through a plurality of fastening members, and when an external force is applied to the wall 10 due to an earthquake, the block projection 120 and the block The cohesion between the blocks 100 is secured by the fitting between the grooves 130 to prevent the collapse of the wall 10 due to the separation between the stacked and connected blocks 100 .

In addition, each block 100 of the wall 10 forms 12 connection contact surfaces to increase the contact area and bonding length of the connection between blocks compared to the existing masonry block wall structure, thereby increasing the vertical and horizontal bonding force between the blocks 100 . At the same time, the external force acting on the wall 10 is efficiently distributed to each block 100 to prevent a concentrated load from occurring, thereby improving the cushioning performance and seismic performance of the wall 10 .

And by fixing the blocks 100 constituting the wall 10 to each other by fitting between the block protrusion 120 and the block groove 130, applying mortar between the blocks when constructing a masonry block wall according to the existing method By omitting or minimizing the amount of mortar used, the efficiency of the wall 10 construction is improved by reducing the masonry time of the block 100 .

At the outer end of the wall 10 according to an embodiment of the present invention, a fixed panel 11 is connected to the block 100 constituting the outer end of the wall 10 as shown in FIG. 3A, and the fixed panel 11 ) is made of the same shape as the block 100, as shown in FIG. 3b, and is fixed by fitting with the block protrusion 120 and the block groove 130 of the outer end block 100 of the wall 10.

One or more through-holes 13 are formed in the fixed panel 11 , and a fastening member is connected to the through-hole 13 to fix the fixed panel 11 between the pillars, slabs or wall surfaces of the building, and the fixed panel 11 ) and the wall 10 through the fitting to fix the wall 10 firmly to the pillar, slab or wall of the building.

When the distance between columns or between slabs of a building in which the wall 10 according to an embodiment of the present invention is installed is wide, the bonding strength between the blocks 100 decreases as the wall area of the wall 10 to be built increases. In order to prevent this, one or more frames 30 may be mounted between pillars or slabs of a building as shown in FIG. 3C .

The wall 10 and the frame 30 are fixed to each other through a plurality of fastening members, so that when an external force is applied due to an earthquake or the like, separation between the blocks 100 constituting the wall 10 or the collapse of the constructed wall 10 is prevented. This will improve the impact resistance and seismic performance.

At this time, when the wall is formed according to the general wall construction method of the building, the frame 30 mounted between the pillars or slabs of the building is covered by the insulating material inserted into the wall and the opposite wall, thereby damaging the aesthetics of the building where the construction is completed. make sure not to do it

As shown in FIG. 4 , an inclined surface 140 may be formed on all or part of the corners of each block 100 constituting the wall 10 according to an embodiment of the present invention, and the cross-sectional shape of the inclined surface 140 is It may be made of a triangle, other polygons, or an arc shape.

As shown in FIG. 5 , the inclined surface 140 becomes an inlet through which an adhesive is injected when the wall 10 is formed by masonry of the block 100 , and the block 100 through the adhesive injected through the inclined surface 140 . ) to improve the bonding force between them.

In addition, when the adhesive injected into the inclined surface 140 is applied as a watertight adhesive, the waterproof and windproof performance of the constructed wall 10 can be improved by securing the airtightness of the connection between the blocks 100, and the existing method In the masonry wall construction process according to

Through bonding between blocks 100 through an adhesive, it is possible to increase the speed of block masonry compared to the existing masonry wall construction method, and to prevent whitening of the block surface due to joints,破) to further improve the usability of blocks.

As shown in Figs. 6 to 8, the wall 10 according to an embodiment of the present invention is a wall corner of a building corner, an indoor wall surface that separates the indoor space of a building, or A connection between the wall and the ceiling of the building can be formed, and the coupling structure between the first wall 10a constituting one wall 10 of the two walls 10 and the second wall 10b constituting the other wall 10 is As follows.

When forming the corner wall of the corner of the building, the space between the block grooves 130 opposing each other between the blocks 100 stacked in a diaphragm on the side end of the first wall 10a, the side end of the second wall 10b As the block protrusion 120 of the block 100 that is laminated and protruded in a separate layer is inserted into the wall, the block protrusion 120 and the block groove 130 of the two vertically connected walls 10 are fixed by fitting. do.

At this time, the shape of the block 100 constituting the first wall 10a and the second wall 10b and the size of the block protrusion 120 and the block groove 130 are formed to be the same, as shown in FIGS. 2c and 11 . As shown, the block protrusion 120 of each block 100 constituting the two walls 10 has the same size as the horizontal length of the upper and lower surfaces and the vertical length matching the thickness of the block 100. The vertical cross-sectional shape forms a square shape, and the width of the block groove 130 is equal to or twice the horizontal or vertical length of the upper and lower surfaces of the block protrusion 120 .

The block protrusion 120 protruding from the end of the second wall 10b into the space between the block grooves 130 between the blocks 100 built in a diaphragm at the end of the first wall 10a according to the block 100 standard as described above. ) is inserted in the vertical direction and the fitting is made, the connection part between the first wall 10a and the second wall 10b can be fixed.

When forming an indoor wall surface that divides the indoor space of a building, the space between the block grooves 130 facing each other between the blocks 100 stacked in separate layers at the portion where the indoor wall surface is located during the formation of the first wall 10a In the space between the block grooves 130 formed in the first wall 10a, the block protrusions 120 of the block 100 that are stacked and protruded in a diaphragm layer at the side end of the second wall 10b are inserted while vertical Fixing is made by fitting between the block protrusion 120 and the block groove 130 of the two walls 10 connected to each other.

At this time, the block 100 that is laminated and protruded as a partition layer of the first wall 10a at the portion connected to the end of the second wall 10b constituting the interior wall surface is a block groove 130 as shown in FIG. 12 . may be formed so that the width of the block protrusion 120 is three times the width, and the block protrusion 120 protruding from the end of the second wall 10b is a block formed with a width three times the width of the first wall 10a The block protrusion 120 of the first wall 10a is disposed on both sides of the block protrusion 120 of the second wall 10b, which is disposed in the central portion of the groove 130 and connected to the first wall 10a, the upper and lower portions. The first wall 10a and the second wall 10b can be fixed by being fitted into the block groove 130 of the first wall 10a stacked on the wall.

In addition, when forming the connection between the wall and the ceiling of the building as shown in FIG. 8 , the first forming the ceiling in the upper block groove 130 of the block 100 stacked on the top of the first wall 10a forming the wall As the protruding block protrusion 120 of the stacked block 100 is inserted at one end of the second wall 10b, the fixing by fitting between the block protrusion 120 and the block groove 130 of the two walls 10 is performed. will be done

At this time, according to the angle of the connection part between the ceiling and the wall, the connection angle of the coupling part between the first wall 10a and the second wall 10b can be adjusted, and the fitting between the first wall 10a and the second wall 10b In order to fix the connection part by the (120) The horizontal and vertical lengths of the upper and lower surfaces are the same size, so that the vertical cross-sectional shape of the block protrusion 120 forms a square shape, and the width of the block groove 130 is the width or length of the upper and lower surfaces of the block protrusion 120 It should be twice the length.

In the wall 10 according to the embodiment of the present invention, since the block 100 has an H or I shape in the vertical direction, when constructing the wall 10 by connecting the block 100, as shown in FIG. Similarly, a gap or protrusion is formed in a ┣-shaped cross-sectional shape by the block protrusions 120 and block grooves 130 opposing between the blocks 100 stacked in separate layers in the uncoupled portion of the block 100 at both ends of the wall 10. The wall 10, the upper and lower ends, the block projection 120 and the block groove 130 is formed with a concave-convex surface.

Since the concavo-convex portion formed in the uncoupled portion of the block 100 formed at the end of the wall 10 may reduce the waterproof and windproof performance of the wall 10, the block body 110 corresponding to the concavo-convex shape of the end of the wall 10 The block protrusion 120 protrudes from one end of the upper and lower surface to the end block 200 having a ┣-shaped cross-sectional shape, or the block protrusion 120 protrudes to the upper or lower surface of both ends of the block body 110, By inserting each of the closing blocks 200 having a Π-shaped cross-sectional shape, the airtightness of the end of the wall 10 is ensured.

In the wall 10 according to the embodiment of the present invention, as shown in FIG. 13 , the blocks 100 masonry in two or more rows in a predetermined quantity each in the longitudinal direction and the height direction of the wall form one wall module 20 . In addition, by connecting and constructing a plurality of wall modules 20 in the longitudinal and height directions of the wall according to the size of the wall to be constructed, the structure of the wall 10 can be modularized.

By connecting the wall module 20 produced in advance through the modularization of the wall 10 at the construction site to form the wall 10, the time required for masonry of the block 100 during the construction of the wall 10 is shortened. (10) The workability is improved.

In addition, the structure of the wall 10 formed by the wall module 20 is, as shown in FIG. 14 , a wall corner of a building corner or an indoor wall surface that separates the indoor space of the building through the connection between the two walls 10. In this case, it may be applied to the connection structure between the first wall 10a and the second wall 10b, and may also be applied to the connection structure between the ceiling and the wall surface.

At this time, the inclined surface 140 is formed on all or part of the corner of each block 100 constituting each wall module 20, and when the wall module 20 is formed, an adhesive is injected through the inclined surface 140 to block 100. Interconnecting surfaces may be fixed to each other by an adhesive.

Through fixing between blocks 100 through an adhesive, separation between blocks 100 in the process of transporting the wall module 20 to the construction site after production or in the construction process of the wall 10 connecting the wall modules 20 to each other This prevents the wall module 20 or the wall 10 from being damaged.

The wall construction method using the multi-faceted combined masonry block wall structure according to the embodiment of the present invention configured as above consists of a block masonry step (S10), a wall forming step (S30), and a wall fixing step (S50).

In the block masonry step (S10), the blocks 100 stacked up and down on the wall to be constructed are arranged zigzag with each other, and the two block protrusions 120 that are in contact with each other between the blocks 100 arranged to be adjacent to each other in the lateral direction are vertical. While being inserted into the block groove 130 of the other blocks 100 stacked with each other, fixing occurs by fitting between the upper and lower blocks 100 stacked adjacent to each other.

When the block masonry step (S10) is performed, as shown in FIGS. 1C and 2A , when the block protrusions 120 formed at both ends of the block 100 have different widths, the block 100 during masonry of the wall 10 ), the direction is formed.

In this case, as shown in FIG. 2B , if the block 100 is misplaced, a gap is formed in the coupling surface between the block protrusion 120 and the block groove 130 , or when the block 100 is stacked, the block protrusion 120 . ) is formed to be longer than the width of the block groove 130, so the fitting of the block 100 may not occur, and the efficiency of construction is greatly reduced in the process of re-arranging the block 100 by adjusting the direction. can be

Therefore, as shown in Fig. 2c, the block protrusions 120 formed in the shape of a square column at both ends of the upper and lower surfaces of each block 100 protrude in a symmetrical shape to form the same height and width, and block grooves ( 130) It is preferable to generate a smooth fitting between the blocks 100 regardless of the arrangement direction of the block 100 by making the width to be twice the width of the block protrusion 120 .

In the wall forming step (S30), the block 100 is connected and laminated until the block 100 built in the block masonry step (S10) reaches the wall width and height of the building to be constructed to form the wall 10. do.

At this time, by arranging blocks 100 having different surface colors or patterns at regular intervals to form a unique pattern on the formed wall 10, the aesthetics of the constructed wall 10 can be improved.

In the wall fixing step (S50), the wall 10 formed in the wall forming step (S30) is fixed to the pillars or slabs of the building through a plurality of fastening members.

In the construction method according to an embodiment of the present invention, when the distance between the pillars or slabs of the building at the location where the wall 10 is constructed is formed wide, the area of the wall 10 increases and the wall 10 is caused by an earthquake. When an external force acts on (10), damage to the wall (10) may occur due to separation between the blocks (100).

Therefore, a frame mounting step (S40) of mounting one or more frames 30 between the pillars or slabs of the building before performing the wall fixing step (S50) may be added, and when the frame mounting step (S40) is completed, the wall fixing step ( In S50), a process of fixing the surface of the frame 30 and the wall 10 to each other through a plurality of fastening members is added and performed.

Through this, the frame 30 firmly supports and fixes the central part of the wall 10 to prevent separation between the blocks 100 constituting the wall 10 or damage to the wall 10 due to the separation of the block 100. do.

In the construction method according to an embodiment of the present invention, in the block masonry step (S10) or the wall forming step (S30), the process of injecting an adhesive into the connection part between the blocks 100 constituting the wall 10 may be added and performed. have.

The adhesive injected through the inclined surface 140 formed on all or part of the corners of each block 100 enhances the strength of the wall 10 by strengthening the bonding force between the connected blocks 100, and in particular, by applying a watertight adhesive to the block (100) When bonding is performed, the airtightness of the bonding surface between the blocks 100 is increased to improve waterproof performance and windproof performance.

In the case of the existing wall construction method of applying mortar between the masonry blocks when constructing a masonry wall, the mortar of the blocks stacked on the bottom leaks out due to the weight of the blocks being stacked, and the bonding force between the blocks is lowered. According to the guidelines, the height of blocks that can be masonry per day is limited to 1.5m or less.

Therefore, according to an embodiment of the present invention, when fixing by fitting between the block protrusions 120 and the block groove 130 between the blocks 100 and bonding through an adhesive is carried out, the daily masonry height of the block 100 is limited. It is possible to perform masonry construction in excess of can be simplified.

In the wall forming step (S50) of the construction method according to the embodiment of the present invention, by vertically connecting and fixing the two walls 10 to each other, the corner of the wall of the building corner, the indoor wall separating the indoor space of the building, or the A process of forming a connection part between the wall surface and the ceiling may be performed.

In the process of connecting the two walls 10 to form the corner wall of the building, the space between the block grooves 130 between the blocks 100 protruding into the partition at the side end of the first wall 10a is the first wall. While the block protrusion 120 protruding in a diaphragm layer is inserted into the side end of the second wall 10b disposed perpendicular to 10a, the block protrusion 120 and the block groove of the first and

second walls

10a and 10b ( 130), the fitting is made, so that the two walls 10 are vertically connected to each other.

At this time, the horizontal and vertical lengths of the upper and lower surfaces of the block protrusions 120 on both sides of each block 100 have the same size, and the width of the block groove 130 is twice the size of the block protrusion 120 , Since the width of the block groove 130 is twice the width of the block projection 120, when connecting between the first and

second walls

10a and 10b, the block groove 130 at the end of the first wall 10a The block projections 120 at the ends of the second wall 10b may be vertically fitted to each other.

In addition, when connecting between the first and

second walls

10a and 10b, a gap is generated in the connection portion of the first wall 10a with the second wall 10b due to the block groove 130 of the uncoupled portion of the block 100, The end of the first wall (10a) may protrude beyond the wall surface of the first wall (10a), and the gap and protrusion of the connection part between the walls (10) reduce the waterproof and windproof performance of the wall (10) or reduce the construction wall (10) may damage the aesthetics.

Therefore, in the wall forming step (S30) or the wall fixing step (S50), the block 100 is disposed as a partition layer at the end of the second wall 10b connected to the first wall 10a, as shown in FIG. 11 . By arranging and stacking blocks 100 having the width of the block groove 130 equal to the width of the block protrusion 120, gaps between the first and

second walls

10a and 10b are prevented from occurring, and the first By cutting off the protruding end of the wall (10a), the finishing process of the connection part between the walls (10) can be performed.

Alternatively, instead of stacking blocks 100 having different widths of the block groove 130, the gap between the first and

second walls

10a and 10b is a gap in the block 100 having a shape corresponding to the shape and size of the gap. The gap can be filled by inserting a piece. By inserting a piece of the block 100 generated from the protruding end of the cut out first wall 10a into the gap between the first and

second walls

10a and 10b, the wall wall (10) The finishing process of the inter-connection may be performed.

In addition, in order to form an indoor wall surface that separates the indoor space of the building, in the wall forming step (S50), the process of connecting and fixing the two walls 10 to each other at the wall at the position where the indoor wall surface is connected may be performed. .

Specifically, the space between the block grooves 130 between the blocks 100 protruding to the partition of the first wall 10a at the location where the indoor wall surfaces are connected, and the second wall (10a) and the second wall ( 10b) When the block protrusion 120 protruding as a septum is inserted at the side end, the two walls ( 10) are vertically connected to each other.

At this time, each block 100 of the first wall 10a and the second wall 10b has the same size as the upper and lower surfaces of the block projections 120 on both sides and the vertical length, and the width of the block groove 130 is a block It should be twice the size of the projection (120) width.

In addition, the block groove 130 of the block 100 stacked in a diaphragm of the first wall 10a at the portion connected to the end of the second wall 10b is three times the width of the block protrusion 120 to form a width. It is preferable to form

The block protrusion 120 protruding toward the end of the second wall 10b is connected to the central part of the block groove 130 forming three times the width of the first wall 10a, and the end block protrusion of the second wall 10b The block protrusions 120 of the block 100 stacked on the upper or lower portions of the block groove 130 forming three times the width of the first wall 10a on both sides of the 120 are connected to the first and second walls. Fitting between the block projection 120 and the block groove 130 of (10a, 10b) can be made.

In addition, in order to form a connection portion between the wall and the ceiling of the building, in the wall forming step (S50), the end of the second wall 10b, which becomes the ceiling, is connected to the uppermost end of the first wall 10a which becomes the wall surface. A process of forming a connection between the ceilings may be performed.

Specifically, by inserting the block projection 120 protruding from one side end of the second wall 10b into the block groove 130 of the block 100 stacked on the top of the first wall 10a, the first and second By making a fitting coupling between the block protrusion 120 and the block groove 130 of the

walls

10a and 10b, the two walls 10 can be connected and fixed.

At this time, each block 100 of the first wall 10a serving as the wall surface and the second wall 10b serving as the ceiling has the same size as the upper and lower surfaces of the block protrusions 120 on both sides and the vertical length, and the block groove ( The width of 130) should be twice the width of the block projection 120.

In this way, in the wall forming step (S50), the wall corner of the corner of the building and the indoor space are separated through the connection by fitting between the blocks 100 constituting the two walls 10 of the first and

second walls

10a and 10b. By forming a connection part between the indoor wall surface or the wall surface and the ceiling, the strength of the connection part between the walls 10 is improved, and it is possible to construct the masonry wall 10 of the ceiling, which is difficult to perform masonry work.

In the construction method according to an embodiment of the present invention, in the wall forming step (S30) or the wall fixing step (S50), the wall 10 by the gap or protrusion formed in the uncoupled portion between the blocks 100 at the end of the wall 10. In order to prevent deterioration of waterproof and windproof performance or aesthetics, it can be carried out by adding a wall finishing process.

In the wall finishing process, as shown in FIG. 15 , a process of cutting out the concavo-convex portion formed on the surface of the wall 10 is performed, or a finishing block having a shape corresponding to the concavo-convex shape of the end concavo-convex portion of the wall 10 ( 200) may be inserted.

The closing block 200 inserted into the side end of the wall 10 is formed such that the block protrusion 120 protrudes only from one end of the upper and lower surfaces of the block body 110 to have a ┣-shaped cross-sectional shape, or the block body 110 ) The block protrusions 120 protrude to the upper or lower surfaces of both ends, and may be formed to have a Π-shaped cross-sectional shape.

In addition, the process of masonry according to the existing masonry wall construction method was a cause of delay in the construction of the masonry wall because the worker proceeds manually. There was a problem in that the construction cost increased and the construction efficiency was lowered as the work flow between workers overlapped.

Therefore, in the construction method according to an embodiment of the present invention, it is possible to solve the problem of lowering efficiency in the construction of the masonry wall through the modularization of the wall 10, and a plurality of blocks 100 in advance in the block 100 or the wall 10 production factory. By connecting a plurality of combined wall modules 20 at the construction site to form the wall 10, the time required for masonry of the block 100 during the construction of the wall 10 can be shortened.

More specifically, in the block masonry step (S10), a process of forming the wall module 20 by masonry of a certain number of blocks 100 in the longitudinal direction and the height direction of the wall in the block 100 production factory is performed, and the module After transporting the wall module 20 formed in the transport step (S20) to the construction site, the wall module 20 transported in the wall forming step (S30) is connected to a plurality of wall modules according to the size of the wall to be constructed. The module assembly process for assembling the

At this time, the coupling between the blocks 100 constituting each wall module 20 is two block protrusions 120 that are in contact with each other between the blocks 100 arranged so that the blocks 100 stacked up and down are arranged in a zigzag with each other and are adjacent to each other. ) is inserted into the block groove 130 of the block 100 stacked up and down next to each other, and the fitting is performed, so that they can be firmly fixed to each other.

In addition, the standard of the wall module 20 formed in the block masonry step (S10) may be changed according to the size of the wall 10 to be constructed, and the wall module 20 connected to the upper and lower ends of the wall 10 The height of or the width of the wall module 20 connected to both ends of the wall 10 may be made of a size different from that of the wall module 20 constituting the central portion of the wall 10 .

In the construction method according to an embodiment of the present invention, in the block masonry step (S10), a process of injecting an adhesive into the bonding surface between the blocks 100 constituting each wall module 20 may be added, and the wall module 20 ), an inclined surface 140 is formed on all or part of the corners of each block 100, and an adhesive is injected through the inclined surface 140 to fix the connection surface between the blocks 100.

Prevention of damage to the wall module 20 due to separation between the blocks 100 in the module transport step (S20) or the wall formation step (S30) through the bonding surface bonding between the blocks 100 of the wall module 20 through the adhesive. And, accordingly, it is possible to prevent construction cost increase due to construction delay and waste material generation due to the recombination of the block 100 .

Although the embodiments of the present invention have been described with reference to the above, those skilled in the art to which the present invention pertains will understand that the present invention may be embodied in other specific forms without changing the technical spirit or essential characteristics thereof.

Therefore, the embodiments described above are to be understood as illustrative and not restrictive in all respects, and the scope of the present invention described in the above detailed description is indicated by the following claims, meaning and All changes or modifications derived from the scope and its equivalents should be construed as being included in the scope of the present invention.

Claims

In the masonry block wall structure for connecting a plurality of blocks 100 to form a wall 10 of a building,

The block 100 is

Block body 110 having a rectangular parallelepiped shape;

Both ends of the upper and lower surfaces of the block body 110 protrude in the shape of a square pillar of the same height to form a symmetrical shape with each other, and the horizontal length and vertical length matching the block thickness of the upper and lower surfaces constituting the end of the square pillar are the same size. four block projections 120 each having a vertical cross-sectional shape to form a square shape;

a block groove 130 formed between the convex protrusions 120 and having the same or double width as the block protrusions 120 on both sides;

It consists of, but forms an H or I-shaped cross-sectional shape,

Block groove 130 of block 100 in which the blocks 100 stacked up and down are arranged in a zigzag with each other, and two block protrusions 120 that are in contact with each other between the blocks 100 arranged to be adjacent to each other in the lateral direction are stacked up and down ), a multi-faceted combined masonry block wall structure, characterized in that the fitting is performed to secure vertical and horizontal binding force between neighboring blocks 100.
According to claim 1,

At the outer end of the wall 10, a fixed panel 11 having the same shape as the block 100 is fitted with the block 100 constituting the outer end of the wall 10, and the fixed panel 11 has a fixed panel ( 11) and a multi-faceted combined masonry block wall structure, characterized in that one or more through-holes (13) are formed so that a fastening member for fixing between the pillars, slabs or wall surfaces of the building is connected.
According to claim 1,

One or more frames (30) are mounted between the pillars or slabs of the building, and the wall (10) is fixed to the frame surface (30) through a plurality of fastening members.
According to claim 1,

An inclined surface 140 is formed on all or part of the corners of each block 100 constituting the wall 10 , and an adhesive is injected through the inclined surface 140 when the wall 10 is formed, and the connection surface between the blocks 100 . A multi-faceted bonded masonry block wall structure, characterized in that it is fixed to each other by means of this adhesive.
According to claim 1,

The two walls 10 of the first wall 10a and the second wall 10b are vertically connected to each other,

The space between the block grooves 130 opposite to each other between the blocks 100 stacked in a barrier layer at the center or the end of the first wall 10a, and the stacked blocks 100 of the second wall 10b ) Multi-faceted combined masonry block wall, characterized in that the block protrusion 120 protruding to the end of one side is inserted, and the fitting coupling between the block protrusion 120 and the block groove 130 of the two vertically connected walls 10 is made. rescue.
According to claim 1,

In the concave-convex portion formed in the uncoupled portion of the block 100 formed at the end of the wall 10, to correspond to the shape of each concave-convex portion,

The block protrusion 120 protrudes from one end of the upper and lower surfaces of the block body 110 to have a ┣-shaped cross-sectional shape,

Multi-faceted combined masonry, characterized in that the block protrusion 120 protrudes to the upper or lower surface of both ends of the block body 110 at the end of the wall 10 and the closing block 200 having a Π-shaped cross-sectional shape is inserted block wall structure.
According to any one of claims 1 or 5 selected from,

A wall 10 is formed by connecting a plurality of wall modules 20 formed by combining blocks 100 in a predetermined quantity of two or more rows in the longitudinal direction and the height direction of the wall, respectively,

An inclined surface 140 is formed on all or part of the corners of each block 100 constituting each wall module 20, and when the wall module 20 is formed, an adhesive is injected through the inclined surface 140 to connect the blocks 100 A multi-faceted bonded masonry block wall structure, characterized in that the faces are fixed to each other by an adhesive.
In the masonry block wall construction method for connecting a plurality of blocks 100 to form a wall 10 of a building,

The block body 110 of the rectangular parallelepiped shape, both ends of the upper and lower surfaces of the block body 110 protrude in the shape of a square column of the same height to form a symmetric shape with each other, and the horizontal length and block thickness of the upper and lower surfaces forming the end of the rectangular column It is formed between the four block protrusions 120 and the convex protrusions 120, each having a vertical cross-sectional shape of the same size that coincides with the convex protrusion 120, and is equal to or twice the width of the block protrusion 120. The block 100 is made of block grooves 130 constituting the masonry blocks 100 that form an H or I-shaped vertical cross-sectional shape, but the width of the block groove 130 is the block protrusion 120 to form the corner wall of the building corner. ) using a block 100 that is twice the width, and the blocks 100 stacked up and down are arranged in a zigzag with each other, and two block protrusions 120 that are in contact with each other between the blocks 100 arranged to be adjacent to each other in the lateral direction. is inserted into the block groove 130 of the block 100 stacked up and down, and the block masonry step (S10) of generating fixing by fitting to secure vertical and horizontal binding force between neighboring blocks 100 and ;

A wall construction method using a multi-faceted combined masonry block wall structure, characterized in that it comprises a wall forming step (S30) of forming the wall 10 by stacking the masonry blocks 100 according to the wall width and height of the building.
9. The method of claim 8,

A fixing panel mounting step (S40) of mounting one or more frames 30 between the pillars or slabs of the building is added, and in the wall fixing step (S50), a plurality of fastening members are attached to the frame 30 surface and the wall 10 A wall construction method using a multi-faceted combined masonry block wall structure, characterized in that the process of fixing to each other is added.
9. The method of claim 8,

In the block masonry step (S10) or the wall forming step (S30), the process of injecting an adhesive into the connection part between the blocks 100 constituting the wall 10 is performed, and all or part of the corner of each block 100 has an adhesive. A wall construction method using a multi-faceted combined masonry block wall structure, characterized in that the injected inclined surface 140 is formed.
9. The method of claim 8,

In the wall forming step (S30) or the wall fixing step (S50), the uneven portion of the block 100 protruding from the surface end of the wall 10 is cut out, or

Alternatively, the block protrusion 120 protrudes from one end of the upper and lower surfaces of the block body 110 so as to correspond to the shape of each concavo-convex portion in the concavo-convex portion formed in the uncoupled portion of the block 100 formed at the end of the wall 10, protruding in a ┣ shape The block protrusion 120 protrudes to the upper or lower surface of both ends of the block body 110 at the end of the wall 10, and the closing block 200 having a Π-shaped cross-sectional shape is inserted. A wall construction method using a multi-faceted combined masonry block wall structure, characterized in that the wall finishing process is added.
9. The method of claim 8,

In the block masonry step (S10), a process of forming the wall module 20 formed by masonry of the blocks 100 in a predetermined quantity in the longitudinal direction and the height direction of the wall in the block 100 production factory is performed,

After the block masonry step (S10) is completed and before the wall forming step (S30) is performed, a module transport step (S20) of transporting the formed wall module 20 to the construction site is added,

In the wall forming step (S30), the module assembly process of assembling the wall 10 by connecting a plurality of the wall modules 20 transported to the construction site in the module transport step (S20) according to the wall size is performed,

A wall construction method using a multi-faceted combined masonry block wall structure, characterized in that it can improve the workability by reducing the time required for the block 100 masonry when constructing the wall 10.