KR101639996B1 - Coupling Device for Apartment House Masonry Wall - Google Patents

Coupling Device for Apartment House Masonry Wall Download PDF

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Publication number
KR101639996B1
KR101639996B1 KR1020160023842A KR20160023842A KR101639996B1 KR 101639996 B1 KR101639996 B1 KR 101639996B1 KR 1020160023842 A KR1020160023842 A KR 1020160023842A KR 20160023842 A KR20160023842 A KR 20160023842A KR 101639996 B1 KR101639996 B1 KR 101639996B1
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South Korea
Prior art keywords
brick
steel
masonry
hole
wedge
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KR1020160023842A
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Korean (ko)
Inventor
홍영건
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에이앤유건축사사무소(주)
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Priority to KR1020160023842A priority Critical patent/KR101639996B1/en
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Publication of KR101639996B1 publication Critical patent/KR101639996B1/en

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    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
    • E04B2/14—Walls having cavities in, but not between, the elements, i.e. each cavity being enclosed by at least four sides forming part of one single element
    • E04B2/16—Walls having cavities in, but not between, the elements, i.e. each cavity being enclosed by at least four sides forming part of one single element using elements having specially-designed means for stabilising the position
    • E04B1/40—
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/62—Insulation or other protection; Elements or use of specified material therefor
    • E04B1/92—Protection against other undesired influences or dangers
    • E04B1/98—Protection against other undesired influences or dangers against vibrations or shocks; against mechanical destruction, e.g. by air-raids

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Environmental & Geological Engineering (AREA)
  • Bridges Or Land Bridges (AREA)

Abstract

The present invention relates to a masonry wall connecting apparatus for a masonry which is capable of directly connecting an inner wall and a masonry brick, comprising a pair of masonry fixing portions (30) (40) positioned above a brick hole (22) of the masonry brick (20); Steel wire insertion grooves 31 and 41 formed in the steel fixing portion 30 (40) and in which parallel steel wires 24 and 26 are inserted; Bending grooves 31b and 41b formed in the steel wire insertion grooves 31 and 41 to receive the bending portions 24b and 26b formed in the middle of the steel wires 24 and 26; Insert ribs 32 and 42 inserted into the brick hole 22; Flanges 33 and 43 which are hooked on the upper surface of the masonry brick 20; Parallel bridges (50) (52) interconnecting the steel fastening portions (30) (40); An elongated through hole 54 formed between the bridges 50 and 52; A wedge 60 formed to be narrowed in the forward and backward direction as it goes downward and forming a bending portion 24b (26b) in the middle of the steel wire 24 (26) by being inserted downward through the slot 54; A head portion 62 formed at the upper end of the wedge 60 and hooked to the upper end of the bridge 50 (52); A ring insertion hole 64 formed to penetrate from the side surface of the head portion 62 in the lateral direction and into which one end 29a of the brick connection ring 29 connected to the inner wall 28 is inserted; An upper opening latching groove 66 formed on the upper surface of the head portion 62 and engaged with the other end 29b of the brick connecting ring 29; A guide groove 56 formed in a direction perpendicular to an inner surface of the elongated hole 54; And a latching protrusion 68 which protrudes from the side surface of the wedge 60 and slides along the guide groove 56 and hooks on the lower end of the bridges 50 and 52.

Description

{Coupling Device for Apartment House Masonry Wall}

BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a masonry wall connection apparatus for a masonry used for imparting a binding force between an inner wall and a masonry brick, and more particularly, to a masonry wall connection apparatus for a masonry .

Generally, masonry walls are constructed by stacking bricks in a uniform pattern. Masonry walls are used to stack the upper and lower bricks in half lengthwise direction. Masonry is used to connect the masonry to the work site. It is widely applied to the wall construction where no load is applied and the grooving or perforating work on the surface of the masonry wall is simpler than that of the reinforced concrete so that various piping can be buried easily.

When the heat insulating material is provided between the rough brick and the inner wall constituting the rough wall, it is difficult to directly join the rough brick with the inner wall, so that the inner wall and the rough bricks are joined together using a connecting device.

An example of such a conventional wall-to-wall connection apparatus is shown in FIGS. 1 and 2, wherein a plurality of grooves 11a, 11b, and 11c having irregularities and a projection 12 are formed in a longitudinal direction A wall-mounted bracket 16 fixed to the wall 15 by widening the end of a loop-shaped brick connection ring 14 opened on one side in a state in which the brick connection plate 10 formed continuously is placed on the masonry brick 13 And the brick linking ring 14 is inserted into the grooves 11a and 11b formed in the brick connecting plate 10 after being inserted into and hooked onto the hook latching portion 17. [

The straight steel wire 18 is horizontally inserted into another groove 11c formed in the brick connection plate 10 and then the mortar is covered with the uniform thickness on the masonry brick 13 to form the steel wire 18 and the brick- (10) and a part of the brick connection ring (14).

However, in this conventional technique, since the brick connection ring 14 and the steel wire 18 are simply inserted into the grooves 11a, 11b, and 11c formed in the brick connection plate 10, It is very likely that the connection ring 14 and the steel wire 18 are separated from the grooves 11a and 11b and that the brick connection ring 14 and the steel wire 18 There is a problem that an external force acts on the brick connecting plate 10 to be easily detached from the brick connecting plate 10. [

Since the brick connection ring 14 and the steel wire 18 which are separated from the brick connection plate 10 are not buried in the mortar, it is very difficult to confirm the detached state.

Since the grooves 11a and 11b formed in the brick connection plate 10 are straight in the prior art, the brick connection plate 10 is easily moved to the left and right even with a small external force before the mortar hardens, There was a problem.

Conventionally, there is a problem that cracks are generated because the steel wire 18 is straight and the lateral joint portions of the masonry bricks 13 are widened because there is no engagement means in the longitudinal direction of the steel wire 18 .

Conventionally, since the brick connecting ring 14 and the steel wire 18 are not directly bonded to the masonry bricks 13 but are indirectly held by the mortar for joining the masonry bricks 13, When vibration is applied to the masonry brick 13 due to a natural disaster such as an earthquake and the mortar masonry portion is dropped or cracked, the masonry wall collapses due to the brick connection ring 14 and the steel wire 18 being easily lost in binding force .

Korean Utility Model Registration No. 20-0438912 (2008.03.11.) Korean Utility Model Publication No. 20-2009-0009004 (2009.09.09.) Korean Registered Patent No. 20-0438913 (Mar. 4, 2008)

SUMMARY OF THE INVENTION The present invention has been made in order to solve the above-mentioned problems, and it is an object of the present invention to provide a brick joint and a steel wire which can have a direct binding force with the brick and can prevent the brick joints from spreading in a lateral direction The present invention provides a masonry connection device for a residential house.

In order to accomplish the object of the present invention, there is provided a masonry wall connection apparatus for a dwelling house, comprising: a pair of steel mandrels positioned symmetrically with a distance in the fore-and-aft direction above the brick hole of the masonry brick; A steel wire insertion groove formed in the right and left lateral direction of the steel reinforcing portion and inserted and inserted in parallel steel wires; A bending groove formed in an inner wall of the steel wire insertion groove to receive a bending portion formed at an intermediate portion of the steel wire; An insert rib formed in the steel fixing portion and inserted into the brick hole; A flange formed on the steel reinforcing portion and hooked on the upper surface of the rough brick; A parallel bridge interconnecting the steel reinforcing portions across the brick holes; A longitudinal slot formed between the bridges; A wedge formed to be narrower in the forward and backward direction toward the lower side and forming the bending portion in the middle of the steel wire while being inserted downward through the slot; A head portion formed at an upper end of the wedge and hooked to an upper end of the bridge; A ring insertion hole formed to penetrate from the side surface of the head portion to the left and right direction and having one end of a brick connection ring connected to the inner wall, An upper open latching groove formed on an upper surface of the head portion and engaged with the other end of the brick linking ring; A guide groove formed in a direction perpendicular to the inner surface of the slot; And a latching protrusion protruding from the side surface of the wedge, slid along the guide groove, and hooked to the lower end of the bridge.

The present invention as described above is configured to form the bending portions 24b and 26b by deforming the middle of the straight steel wires 24 and 26 by the wedge 60 and the bending portion 24b 26b are caught by the bending grooves 31b, 41b formed in the steel wire insertion grooves 31, 41, the gaps between the masonry bricks 20 are generated by vibrations acting in the lateral direction of the masonry walls, It is possible to prevent cracks from being generated in the substrate.

The steel reinforcing portions 30 and 40 are installed in the state of being caught by the masonry bricks 20 by the insert ribs 32 and 42 inserted into the brick holes 22, The masonry bricks 20 are fixed by the vibration applied to the masonry bricks 20 in the direction in which the masonry bricks 20 move away from or approach the inner wall 28. Therefore, It is possible to prevent collapsing or cracking from occurring in the longitudinal direction.

When the wedge 60 is inserted into the elongated hole 54 and the bending portions 24b and 26b are formed in the steel wires 24 and 26 from the center of the brick hole 22 The insert ribs 32 and 42 are firmly attached to the inner circumferential surface of the brick hole 22 while being slightly deformed in the moving direction so that the coupling strength between the insert ribs 32 and 42 and the rough brick 20 is improved There is an effect that the insert ribs 32 and 42 can be prevented from being detached from the brick hole 22.

It is possible to prevent the wedge 60 from falling under the elongated hole 54 due to the jaws 63 of the head portion 62 hooked to the upper ends of the bridges 50 and 52 when the wedge 60 is inserted into the slot 54. [ There is an effect that can be done.

The latching protrusions 68 are hooked to the lower ends of the bridges 50 and 52 when the jaws 63 formed on the head portion 62 are caught by the upper ends of the bridges 50 and 52, It is possible to prevent the steel wires 24 and 26 from being separated from each other.

The one side end 29a of the brick connection ring 29 connected to the inner wall 28 by the wall fixing bracket 21 is inserted and fixed to the hook insertion hole 64 formed in the head portion 62 in the left and right direction Therefore, there is an effect that the brick linking ring 29 can be prevented from being detached from the head portion 62.

The other end 29b of the brick linking ring 29 which has been opened when the one end 29a formed in the brick linking ring 29 is inserted into the linking hole 64 is made to coincide with the engaging groove 66 The other end 29b is caught by the engagement groove 66 by the resilient restoring force of the brick connection ring 29. This makes it possible to quickly and easily perform the binding operation of the brick connection ring 29 and the head portion 62 There is an effect that can be.

The engaging protrusions 68 and the guide grooves 56 are inserted in the state where the wedges 60 are inserted into the elongated holes 54 in a state where the engaging protrusions 68 are aligned with the guide grooves 56. Therefore, In the present invention.

Further, since the present invention is provided with the vertical plates 35 and 45 connecting the lower ends of the reinforcing steel members 30 and 40 to the ends of the insert ribs 32 and 42, the insert ribs 32 and 42 The stiffness can be improved.

Since the lower reinforcing ribs 36 and 46 are formed at the corners where the bottom surfaces of the steel reinforcing portions 30 and 40 meet the vertical plates 35 and 45, The central rigidity of the steel reinforcing portions 30 and 40, in which the force is concentrated when the bending portions 24b and 26b are formed in the reinforcing portion 26, can be improved.

The upper reinforcing ribs 34 and 44 are formed at the corners where the reinforcing members 30 and 40 meet the flanges 33 and 43 so that the reinforcing ribs 30 and 40 and the flange 33, There is also an effect that the rigidity of the flange 43 is improved.

1 is an exploded perspective view showing a conventional bar wall connecting device
FIG. 2 is a perspective view showing that the masonry wall stone is fixed to the inner wall by the conventional wall-
3 is an exploded perspective view
Fig. 4 is an exploded perspective view of the bottom side of Fig.
5 is a perspective view
Figure 6 is a perspective view showing the masonry wall stone connected to the inner wall by the masonry wall connecting device according to the present invention.
Figure 7 is a plan view
8 is a side cross-sectional view
9 is a plan view showing a bending portion formed on a steel wire according to the present invention.
10 is a cross-sectional view
11 is a plan view showing a steel reinforcing part, a bridge, a flange and a peripheral structure according to the present invention.
12 is a bottom view of Fig. 11
13 is a perspective view showing a bending part formed on a steel wire according to the present invention.
Figure 14 is a side view showing the wedge, head,

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

As shown in FIGS. 3 to 14, the present invention includes a pair of steel reinforcing portions 30 and 40 symmetrically positioned at a distance from each other in the fore-and-aft direction on the brick hole 22 of the masonry brick 20, ; Steel wire insertion grooves 31 and 41 formed in the lateral sides of the steel reinforcing portions 30 and 40 and inserted and inserted into parallel steel wires 24 and 26; And bending grooves 31b and 41b formed in the inner walls of the steel wire insertion grooves 31 and 41 to receive bending portions 24b and 26b formed in the middle of the steel wires 24 and 26 .

The bending grooves 31b and 41b located on the front and rear sides may be formed in the form of a channel having an open top, for example, as shown in Fig. 11, It can be formed symmetrically.

The present invention is characterized in that insert ribs (32) (42) formed in the reinforcing steel reinforcing sections (30) (40) and inserted into the brick holes (22); And flanges 33 and 43 formed on the steel reinforcing sections 30 and 40 and hooked on the upper surface of the masonry brick 20.

A plurality of upper reinforcing ribs 34 and 44 are vertically formed at intervals in the left and right direction at an upper corner portion where the steel reinforcing portions 30 and 40 meet the flanges 33 and 43, (30) 40 and the flanges 33 (43).

A plurality of insert ribs 32 and 42 can be formed at intervals in the left and right direction and the insert ribs 32 and 42 can be formed as curved surfaces at the ends of the insert ribs 32 and 42, And the vertical ribs 35 and 45 connecting the end portions of the insert ribs 32 and 42 are formed downward from the bottom surface of the steel reinforcing portions 30 and 40 to form the insert ribs 32 and 42, Thereby enhancing the rigidity of the stator 42.

Lower reinforcing ribs 36 and 46 are formed at the centers of the corners where the bottom surfaces of the steel fixing portions 30 and 40 and the vertical plates 35 and 45 meet directly below the bending grooves 31b and 41b So that the center rigidity of the bending grooves 31b, 41b and the steel reinforcing portions 30, 40 is improved.

The present invention comprises parallel bridges (50) (52) interconnecting the steel reinforcing portions (30) (40) across the brick hole (22); And an elongated through hole 54 formed between the bridges 50 and 52.

Horizontal ribs 57 and 58 are formed on the outer side of the bridges 50 and 52 and the outer corner where the bridges 50 and 52 meet the reinforcing portions 30 and 40, (30) 40 and the bridges (50) and (52) in the horizontal direction.

The front and rear end portions of the elongated hole 54 may be further extended to the bottom surface of the steel reinforcing portions 30 and 40.

The bending portion 24b (26b) is formed in the middle of the steel wire 24 (26) while being inserted downward through the elongated hole (54) A wedge 60; And a head portion 62 formed at an upper end of the wedge 60 and hooked to an upper end of the bridge 50.

The rounded portions 61a and 61b are formed at the front and rear ends of the wedge 60 so that a part of the straight steel wires 24 and 26 is deformed by the wedge 60, 24b (26b) can be deformed into a curved shape substantially coinciding with the six-round shape of the round portions (61a) and (61b).

A jaw 63 is formed at a portion where the head portion 62 and the wedge 60 meet and the wedge 60 is pushed into the slot 54 to deform the steel wire 24 The head portion 62 is caught by the upper ends of the bridges 50 and 52 so that the wedge 60 is prevented from falling through the brick hole 22 through the slot 54. [

In the present invention, the reference in the front-rear, left-right, and up-and-down directions is based on the plan view of Fig. 7 and the front sectional view of Fig.

The present invention is characterized in that the ring insertion hole 64 is formed to penetrate from the side of the head portion 62 in the lateral direction and into which the one end 29a of the brick connection ring 29 connected to the inner wall 28 is inserted; And an upper opening latching groove 66 formed on the upper surface of the head portion 62 and engaged with the other end 29b of the brick connecting ring 29.

One end 29a and the other end 29b of the brick connection ring 29 engaged in the hook insertion hole 64 and the engagement groove 66 are spaced apart in the forward and backward directions as shown in FIGS. In this case, the ring insertion hole 64 and the engagement groove 66 are formed in parallel with each other.

The present invention may include a guide groove (56) formed in a direction perpendicular to an inner surface of the elongated hole (54); And a latching protrusion 68 protruding from a side surface of the wedge 60 and slid along the guide groove 56 and hooked to a lower end of the bridge 50.

The guide grooves 56 may be formed in parallel to each other in the vertical direction by a total of four guide grooves 56, for example, two on each inner side of the long hole 54, (68) slides along the guide groove (56) when the guide protrusion (54) is inserted.

The jaws 63 of the head portion 62 are engaged with the bridge 50 so that the jaws 63 are engaged with the bridge 50, The engaging protrusions 68 can be engaged with the lower ends of the bridges 50,

The head portion 62, the wedge 60 and the locking protrusion 68 can be integrally formed and the reinforcing members 30 and 40, the bridges 50 and 52, the horizontal ribs 57, The upper reinforcing ribs 34 and 44, the insert ribs 32 and 42, the vertical plates 35 and 45 and the lower reinforcing ribs 36 and 46 All can be molded integrally.

Reference numeral 21 denotes a wall surface fixing bracket for fixing the brick connecting ring 29 to the inner wall 28 and 23 denotes a heat insulating material positioned between the inner wall 28 and the masonry brick 20.

Hereinafter, the operation according to the present invention will be described in detail with reference to the accompanying drawings.

The insert ribs 32 and 42 are inserted into the brick holes 22 formed in the masonry bricks 20 in the state where the two steel reinforcing portions 30 and 40 of a pair are positioned at the front and rear sides, The reinforcing members 30 and 40 are installed on the masonry bricks 20 when the flanges 33 and 43 are hooked on the upper surface of the masonry bricks 20.

The steel wires 24 and 26 are inserted into the steel wire insertion grooves 31 and 41 formed in the steel fixing portions 30 and 40 and then the engaging protrusions 68 formed on the wedge 60 When the wedge 60 is inserted into the slot 54 in a state where the wedge 60 is aligned with the guide groove 56 formed on the inner surface of the slot 54, the locking protrusion 68 slides along the guide groove 56, 50) 52 are slightly deformed outwardly by the engagement protrusions 68 to help the wedge 60 enter.

At this time, when the round portions 61a and 61b formed on the wedge 60 contact the steel wires 24 and 26, the wedge 60 is pressed with a stronger force by using the head portion 62, When the head portion 62 is lowered by the use of the tool, the local portion of the steel wire 24 (26) is formed in a shape substantially coinciding with the shape of the rounded portion 61a (61b) formed in the wedge 60 The bending portions 24b and 26b are formed in the middle of the steel wires 24 and 26 while being deformed.

When the bending portions 24b and 26b are formed in the middle of the steel wires 24 and 26 as described above, the bending portions 24b and 41b are formed in the bending grooves 31b and 41b formed in the steel wire insertion grooves 31 and 41, 26b are inserted and jammed.

When the bending portions 24b and 26b are formed in the steel wires 24 and 26 by the wedge 60 mechanism, the steel reinforcing portions 30 and 40 are urged in a direction away from the center of the brick hole 22 The insert ribs 32 and 42 and the masonry bricks 20 are more strongly engaged with each other while the ends of the insert ribs 32 and 42 are pressed against the inner circumferential surface of the brick hole 22 with a stronger force .

When the jaws 63 formed on the head portion 62 are caught by the upper ends of the bridges 50 and 52 when the bending portions 24b and 26b are formed on the steel wires 24 and 26, The wedge 60 can not move in the vertical direction while the engaging protrusion 68 formed on the side face of the wire 50 is caught by the lower ends of the bridges 50 and 52, 31) (41).

The wall surface fixing bracket 21 is fixed to the inner wall 28 at a height substantially coinciding with the upper surface of the masonry bricks 20 to be connected and then the brick connection ring 29 is hooked on the wall surface fixing bracket 21, One end 29a and the other end 29b formed in the head portion 29 are inserted into the annular insertion hole 64 formed in the head portion 62 with the upper end 29a and the other end 29b formed in the upper and lower arms 29, The other end 29b enters the engagement groove 66 by the resilient restoring force of the brick linking ring 29 and the brick linking ring 29 and the brick linking ring 29 are engaged with each other, The head portion 62 is engaged.

On the other hand, when the masonry wall is shaken in the front-rear direction, which is the direction away from the inner wall 28, by the vibration exerted from the outside such as an earthquake, the brick connection ring 29, the head portion 62, the wedge 60, The inner walls 28 and the masonry bricks 20 are directly connected to each other by the masonry bolts 52, the steel reinforcing sections 30 and 40, the insert ribs 32 and 42 and the like so that the masonry wall can be prevented from cracking or collapsing .

Since the rough bricks 20 located in the left and right direction are directly fastened by the steel fastening portions 30 and 40 and the steel wires 24 and 26 and hooked in the front and rear direction, Thereby preventing cracks and cracks in the joints.

The bending portions 24b and 26b formed on the steel wires 24 and 26 are engaged with the bending grooves 31b and 41b and the insert ribs 32 ) 42 is inserted into the brick hole 22, it is possible to prevent the widening and cracking of the rough bricks 20 in the lateral direction.

20: artificial brick 21: wall fixing bracket
22: brick hole 23: insulation
24, 26: Steel wire 24b, 26b:
28: inner wall 29: brick connection ring
29a: one end 29b: another end
30, 40: steel mandrel 31, 41: steel wire insertion groove
31b, 41b: bending grooves 32, 42: insert ribs
33, 43: flange 34, 44: upper reinforcing rib
35, 45: vertical plates 36, 46: lower reinforcing ribs
50, 52: bridge 54:
56: guide groove 57,58: horizontal rib
60: wedge 61a, 61b:
62: head portion 63: chin
64: ring insertion hole 66: latching groove
68: The stumbling block

Claims (1)

A pair of steel reinforcing portions 30 and 40 positioned symmetrically with a distance in the fore-and-aft direction above the brick hole 22 of the masonry brick 20;
Steel wire insertion grooves 31 and 41 formed in the lateral sides of the steel reinforcing portions 30 and 40 and inserted and inserted into parallel steel wires 24 and 26;
Bending grooves 31b and 41b formed on inner walls of the steel wire insertion grooves 31 and 41 to receive bending portions 24b and 26b formed in the middle of the steel wires 24 and 26;
Insert ribs 32 and 42 formed in the reinforcing steel reinforcing sections 30 and 40 and inserted into the brick hole 22;
Flanges (33) (43) formed on the steel reinforcing sections (30) (40) and hooked on the upper surface of the masonry bricks (20);
Parallel bridges (50) (52) interconnecting the steel reinforcing portions (30) (40) across the brick hole (22);
An elongated through hole 54 formed between the bridges 50 and 52;
And a wedge 60 (see FIG. 6) that forms the bending portion 24b (26b) in the middle of the steel wire 24 (26) while being inserted downward through the elongated hole 54 );
A head portion 62 formed at an upper end of the wedge 60 and hooked to an upper end of the bridge 50;
A ring insertion hole 64 formed to penetrate from the side surface of the head portion 62 in the lateral direction and into which one end 29a of the brick connection ring 29 connected to the inner wall 28 is inserted;
An upper opening latching groove 66 formed on the upper surface of the head portion 62 and engaged with the other end 29b of the brick connecting ring 29;
A guide groove 56 formed in a direction perpendicular to an inner surface of the elongated hole 54;
A locking protrusion 68 protruded from a side surface of the wedge 60 and slid along the guide groove 56 and hooked to a lower end of the bridge 50;
And a wall connection device for a residential house.
KR1020160023842A 2016-02-29 2016-02-29 Coupling Device for Apartment House Masonry Wall KR101639996B1 (en)

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Application Number Priority Date Filing Date Title
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Application Number Priority Date Filing Date Title
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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20190101240A (en) 2018-02-22 2019-08-30 가톨릭관동대학교산학협력단 Method and bundling device for constructing a masonry wall

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR200438913Y1 (en) 2007-04-19 2008-03-11 주식회사 동국세라믹 Earthquake-proof apparatus for constructing earthquake-proof wall consisting of reinforcement brackets and quakeproof bricks
KR200438912Y1 (en) 2007-04-19 2008-03-11 주식회사 동국세라믹 Reinforcement bracket for constructing earthquake-proof wall
KR20090009004U (en) 2008-03-04 2009-09-09 주식회사 동국세라믹 Base bracket for constructing earthquake-proof brick wall
KR101508933B1 (en) * 2015-01-28 2015-04-08 (주)종합건축사사무소그룹예성 Masonry brick walls coupling apparatus for apartment house
KR101525412B1 (en) * 2015-04-29 2015-06-10 (주)동화종합건축사사무소 Masonry Wall Reinforcement Device for Apartment House
KR101558158B1 (en) * 2015-07-13 2015-10-12 (주)청우종합건축사사무소 Coupling Device between Apartment Inner Wall and Masonry Wall
KR101558161B1 (en) * 2015-06-30 2015-10-20 주식회사 지앤에이건축사사무소 Masonry Wall Reinforcement Device for Apartment House

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR200438913Y1 (en) 2007-04-19 2008-03-11 주식회사 동국세라믹 Earthquake-proof apparatus for constructing earthquake-proof wall consisting of reinforcement brackets and quakeproof bricks
KR200438912Y1 (en) 2007-04-19 2008-03-11 주식회사 동국세라믹 Reinforcement bracket for constructing earthquake-proof wall
KR20090009004U (en) 2008-03-04 2009-09-09 주식회사 동국세라믹 Base bracket for constructing earthquake-proof brick wall
KR101508933B1 (en) * 2015-01-28 2015-04-08 (주)종합건축사사무소그룹예성 Masonry brick walls coupling apparatus for apartment house
KR101525412B1 (en) * 2015-04-29 2015-06-10 (주)동화종합건축사사무소 Masonry Wall Reinforcement Device for Apartment House
KR101558161B1 (en) * 2015-06-30 2015-10-20 주식회사 지앤에이건축사사무소 Masonry Wall Reinforcement Device for Apartment House
KR101558158B1 (en) * 2015-07-13 2015-10-12 (주)청우종합건축사사무소 Coupling Device between Apartment Inner Wall and Masonry Wall

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20190101240A (en) 2018-02-22 2019-08-30 가톨릭관동대학교산학협력단 Method and bundling device for constructing a masonry wall

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