KR102203307B1 - Masonry Wall Binding Device - Google Patents

Masonry Wall Binding Device Download PDF

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Publication number
KR102203307B1
KR102203307B1 KR1020200101233A KR20200101233A KR102203307B1 KR 102203307 B1 KR102203307 B1 KR 102203307B1 KR 1020200101233 A KR1020200101233 A KR 1020200101233A KR 20200101233 A KR20200101233 A KR 20200101233A KR 102203307 B1 KR102203307 B1 KR 102203307B1
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South Korea
Prior art keywords
wire
brick
hole
bolt
plate
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KR1020200101233A
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Korean (ko)
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오봉석
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(주)종합건축사사무소 동일건축
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Priority to KR1020200101233A priority Critical patent/KR102203307B1/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
    • E04B2/04—Walls having neither cavities between, nor in, the solid elements
    • E04B2/06—Walls having neither cavities between, nor in, the solid elements using elements having specially-designed means for stabilising the position
    • 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
    • E04B1/38—Connections for building structures in general
    • E04B1/41—Connecting devices specially adapted for embedding in concrete or masonry
    • E04B1/4178—Masonry wall ties
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F13/00—Coverings or linings, e.g. for walls or ceilings
    • E04F13/07—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor
    • E04F13/08—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of a plurality of similar covering or lining elements
    • E04F13/14—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of a plurality of similar covering or lining elements stone or stone-like materials, e.g. ceramics concrete; of glass or with an outer layer of stone or stone-like materials or glass
    • E04F13/147—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of a plurality of similar covering or lining elements stone or stone-like materials, e.g. ceramics concrete; of glass or with an outer layer of stone or stone-like materials or glass with an outer layer imitating natural stone, brick work or the like
    • 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
    • E04B2002/0202—Details of connections
    • E04B2002/0243—Separate connectors or inserts, e.g. pegs, pins or keys

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Chemical & Material Sciences (AREA)
  • Ceramic Engineering (AREA)
  • Finishing Walls (AREA)

Abstract

The present invention relates to a masonry wall fastening apparatus for construction used to fasten an inner wall with a masonry wall. The masonry wall fastening apparatus includes: a pair of engaged grooves (22) formed vertically on the left and right sides of the inner circumference surface of a brick hole (21) formed on a brick (20); a wire fastening plate (30) located in the brick hole (21); a pair of curling parts (31) formed at both left and right ends of the wire fastening plate (30), and engaged by being inserted into the engaged grooves (22), respectively; a pair of sleeve nuts (40) inserted into the centers of the curling parts (31), respectively; an upper plate support part (25) and a lower plate support part (26) formed on an upper side (23) and a lower side (24) of the brick (20) by a predetermined depth along the upper and lower corners of the engaged grooves (22); a pair of bolt support plates (50) supported by being inserted into the upper plate support part (25) and the lower plate support part (26), respectively, and having a bolt hole (51) centered with the sleeve nuts (40); an upper tension bolt (60) and a lower tension bolt (61) combined with upper and lower parts of the sleeve nuts (40) through the bolt hole (51), respectively, to tense the sleeve nuts (40) in directions opposite to each other; a semicircular support part (32) partially cut in the center of the wire fastening plate (30) to be formed vertically in series so as to be centered with each other while protruding forward and backward alternately; a wire through hole (52) formed on the bolt support plates (50) so as to be centered with the semicircular support part (32); and a front fastening part (13) formed at a front end of a tension wire (12) installed on the inner wall (10), and inserted into the semicircular support part (32) through the wire through hole (52). Therefore, the present invention is capable of increasing the bonding force between a brick and a tension wire.

Description

건축용 조적벽 결속장치{Masonry Wall Binding Device}Construction masonry wall binding device {Masonry Wall Binding Device}

본 발명은 내벽과 조적벽 간을 결속하는데 이용하는 건축용 조적벽 결속장치에 관한 것으로, 더욱 상세하게는 지진이나 태풍과 같이 외부로부터 작용되는 강한 진동에 의해 조적벽이 내부 벽체로부터 쉽게 이탈되는 것을 방지할 수 있도록 한 건축용 조적벽 결속장치에 관한 것이다.The present invention relates to a masonry wall binding device for a building used to bind the inner wall and the masonry wall, and more particularly, to prevent the masonry wall from being easily separated from the inner wall by strong vibrations acting from the outside such as earthquakes or typhoons. It relates to a masonry wall binding device for construction.

일반적으로 벽돌을 일정한 패턴으로 쌓아서 만드는 조적벽은 모르타르를 이용해서 접합하도록 되어 있으며, 작업현장으로의 운반이 편리하고 취급이 간편하기 때문에 골조 공사 후 내하중이 실리지 않는 내부벽체시공에 많이 적용되고 있으며, 조적벽의 표면에 홈을 파내거나 천공하는 작업이 철근콘크리트에 비해 간단하여 각종 배관을 간단히 매설할 수 있는 장점도 지니고 있다.In general, masonry walls made by stacking bricks in a certain pattern are to be joined using mortar, and since it is convenient to transport to the work site and easy to handle, it is widely applied to internal wall construction that does not carry load bearing capacity after frame construction. It has the advantage of simply buriing various pipes because it is simpler to dig or drill a groove on the surface of the masonry wall compared to reinforced concrete.

이와 같은 조적벽은 내부벽체와의 사이에 단열재를 두고 설치하는 경우 조적벽돌과 내부벽체 사이를 모르타르로 접합하는 것이 어려우므로, 결속장치를 이용해서 조적벽과 내부벽체를 연결하도록 되어 있다.If such a masonry wall is installed with an insulating material between the inner wall, it is difficult to join the masonry brick and the inner wall with a mortar, so the masonry wall and the inner wall are connected using a binding device.

이러한 종래 조적벽 결속장치의 일예를 첨부도면 도 1 및 도 2에 나타내었다. 이를 참조하면 홈(1a)(1b)(1c)과 돌기(2)를 갖는 요철(凹凸) 형태의 단면모양이 길이 방향으로 연속하도록 형성되어 있는 와이어끼움판(1)을 벽돌(3) 위에 올려놓은 상태에서 루프형태로 말린 강선고리(4)의 단부를 벌려서 내벽(5)에 고정된 브래킷(6)의 걸림판(7)에 끼워서 건 다음 강선고리(4)의 단부를 와이어끼움판(1)에 형성된 홈(1a)(1b)에 끼우고, 일직선으로 된 철사(8)를 와이어끼움판(1)에 형성된 다른 홈(1c)에 가로 방향으로 끼운 후 모르타르를 벽돌(3) 위에 균일한 두께로 덮어서 철사(8)와 와이어끼움판(1), 강선고리(4)의 일부를 매립하도록 되어 있었다.An example of such a conventional masonry wall binding device is shown in FIGS. 1 and 2 in the accompanying drawings. Referring to this, a wire fitting plate (1) in which a cross-sectional shape in a concave-convex shape having a groove (1a) (1b) (1c) and a protrusion (2) is continuously formed in the longitudinal direction is placed on the brick (3). Open the end of the steel wire hook (4) rolled into a loop in the laid state, insert it into the locking plate (7) of the bracket (6) fixed to the inner wall (5), and then hook the end of the wire hook (4) to the wire fitting plate (1). ) Into the grooves (1a) (1b) formed in), insert the straight wire (8) into the other groove (1c) formed in the wire fitting plate (1) in the horizontal direction, and then put the mortar on the brick (3) evenly. Covered with a thickness, the wire 8, the wire fitting plate 1, and a part of the steel wire ring 4 were embedded.

그러나, 이와 같은 종래기술은 강선고리(4)와 철사(8)를 와이어끼움판(1)에 형성된 홈(1a)(1b)(1c)에 헐겁게 끼워 놓도록 되어 있었기 때문에 조적작업 중 강선고리(4)와 철사(8)가 홈(1a)(1b)(1c)으로부터 자주 이탈되는 문제가 있어 조심스럽게 시공해야 하는 불편함이 있었다.However, this prior art was designed to fit loosely into the grooves (1a) (1b) (1c) formed in the wire fitting plate (1) between the steel wire rings (4) and the wire (8). 4) and the wire (8) is often separated from the grooves (1a) (1b) (1c), there is a problem that it is inconvenient to be carefully constructed.

특히, 벽돌(3) 위를 모르타르로 덮으면 와이어끼움판(1)의 홈(1a)(1b)(1c)에 끼워지는 강선고리(4)와 철사(8)의 결합부위가 모르타르에 매몰되어 보이지 않기 때문에 이탈부위를 확인하기가 매우 어려울 뿐만 아니라 이탈된 상태로 시공될 경우 부실시공으로 이어지는 문제점도 있었다.In particular, if the top of the brick (3) is covered with mortar, the joint part of the steel wire ring (4) and the wire (8) that is inserted into the groove (1a) (1b) (1c) of the wire fitting plate (1) is buried in the mortar and is visible. Because it is not, it is not only very difficult to check the detached part, but there is also a problem that leads to unimplemented construction if it is constructed in a detached state.

또, 강선고리(4)를 브래킷(6)에 걸 때 일일이 강선고리(4)의 단부를 크게 벌려서 걸어야 하기 때문에 작업이 매우 불편하게 되는 문제점이 있었으며, 모르타르가 굳기 전 와이어끼움판(1)에 외력이 가해지면서 와이어끼움판(1)이 내벽(5)에 가까워지는 방향으로 미끄러지는 경우 강선고리(4)와 브래킷(6)의 연결부위가 헐겁게 되면서 지지력을 상실하게 되는 문제점이 있었다.In addition, there was a problem that the work becomes very inconvenient because the ends of the steel wire hooks (4) must be wide open when hanging the wire hooks (4) on the bracket (6), and the wire fitting plate (1) before the mortar hardens. When an external force is applied and the wire fitting plate (1) slides in a direction closer to the inner wall (5), there is a problem in that the connection portion between the steel wire ring (4) and the bracket (6) becomes loose and the supporting power is lost.

즉, 종래기술은 최종적으로 굳은 모르타르를 매개로 해서 결합력을 얻도록 되어 있었기 때문에 모르타르가 굳기 전에는 아무런 결속력을 갖지 못하는 문제점이 있었다.That is, since the prior art was designed to obtain a bonding force through the finally hardened mortar as a medium, there is a problem in that the mortar does not have any binding strength before hardening.

국내 등록실용신안공보 제20-0438912호(공고일 2008.03.11.)Korean Utility Model Publication No. 20-0438912 (announced on 2008.03.11.) 국내 공개실용신안공보 제20-2009-0009004호(공개일 2009.09.09.)Korean Utility Model Publication No. 20-2009-0009004 (published on 2009.09.09.) 국내 등록특허공보 제20-0438913호(공고일 2008.03.11.)Korean Patent Publication No. 20-0438913 (announced on 2008.03.11.)

본 발명은 상기와 같은 문제점을 해결하기 위하여 이루어진 것으로, 그 목적은 조적벽을 내벽에 견고하게 고정할 수 있는 건축용 조적벽 결속장치를 제공함에 있다.The present invention has been made in order to solve the above problems, and an object thereof is to provide a masonry wall binding device for a building capable of firmly fixing a masonry wall to an inner wall.

이러한 본 발명의 목적을 달성하기 위한 건축용 조적벽 결속장치는, 벽돌에 형성된 벽돌구멍의 내주면 좌우측에서 상하방향으로 형성되는 한 쌍의 걸림홈; 벽돌구멍에 위치되는 와이어 결속판; 와이어 결속판의 좌우 양단에 형성되고, 걸림홈에 각각 삽입되어 걸리는 한 쌍의 컬링부; 컬링부의 중심으로 각각 삽입되는 한 쌍의 슬리브너트; 벽돌의 상면과 저면에서 걸림홈의 상하부 모서리를 따라 일정한 깊이로 형성되는 상판지지부와 하판지지부; 상판지지부와 하판지지부에 각각 삽입되어 지지되고, 슬리브너트와 중심이 일치되는 볼트구멍을 갖는 한 쌍의 볼트지지판; 볼트구멍을 통해 슬리브너트의 상하단에 각각 결합되어 슬리브너트를 서로 상반된 방향으로 당기는 상부인장볼트와 하부인장볼트; 와이어 결속판의 중앙에서 부분 절개되어 전후방으로 번갈아 돌출되면서 서로 중심이 일치되도록 상하 직렬로 형성되는 반달지지부; 반달지지부와 중심이 일치되도록 볼트지지판에 형성되는 와이어 통과구멍; 내벽에 설치되는 인장와이어의 전방측 단부에 형성되고, 와이어 통과구멍을 통해 반달지지부에 삽입되는 전방결속부를 포함하는 특징이 있다.A masonry wall binding device for construction to achieve the object of the present invention includes a pair of locking grooves formed in a vertical direction from left and right sides of an inner peripheral surface of a brick hole formed in a brick; A wire binding plate positioned in the brick hole; A pair of curling portions formed at the left and right ends of the wire binding plate and inserted into and caught respectively in the locking grooves; A pair of sleeve nuts respectively inserted into the center of the curling part; An upper plate support portion and a lower plate support portion formed at a predetermined depth along the upper and lower edges of the locking grooves on the upper and lower surfaces of the brick; A pair of bolt support plates each inserted and supported in the upper plate support part and the lower plate support part, and having a bolt hole centered with the sleeve nut; An upper tension bolt and a lower tension bolt respectively coupled to the upper and lower ends of the sleeve nut through the bolt hole to pull the sleeve nut in opposite directions; A half moon support portion formed in a vertical series so that the center of each other is aligned while being partially cut in the center of the wire binding plate and protruding alternately in the front and rear; A wire through hole formed in the bolt support plate so that the center of the half moon support part matches; It is formed at the front end of the tension wire installed on the inner wall, and has a feature including a front coupling portion inserted into the vandal support through the wire through hole.

본 발명은 벽돌의 상면과 저면에 각각 일정한 깊이로 형성되고, 벽돌의 후면으로부터 벽돌구멍으로 이어지면서 인장와이어가 설치되는 와이어 매립홈을 포함하는 특징이 있다.The present invention is characterized by including a wire buried groove formed on the upper and lower surfaces of the brick to a predetermined depth, and connected to the brick hole from the rear surface of the brick and through which a tensile wire is installed.

본 발명은 슬리브너트의 외주면에 형성되는 환형홈; 컬링부의 단부에서 십일자 형태로 부분 절개되어 환형홈을 향해 절곡되는 너트걸림편을 포함하는 특징이 있다.The present invention is an annular groove formed on the outer peripheral surface of the sleeve nut; It is characterized by including a nut locking piece that is partially cut in the shape of an eleven at the end of the curling part and bent toward the annular groove.

이상에서 설명한 바와 같은 본 발명은 벽돌(20)에 형성된 걸림홈(22)에 컬링부(31)를 삽입해서 걸도록 구성되어 있기 때문에 인장와이어(12)에 결속된 와이어 결속판(30)을 견고하게 지지할 수 있는 효과가 있다.Since the present invention as described above is configured to hang by inserting the curling portion 31 into the locking groove 22 formed in the brick 20, the wire binding plate 30 bound to the tension wire 12 is firmly There is an effect that can be supported.

슬리브너트(40)의 외주면에 형성되는 환형홈(41)과 컬링부(31)에 형성된 너트걸림편(33)에 의해 컬링부(31)의 중심으로 삽입된 슬리브너트(40)의 이탈을 방지할 수 있는 효과가 있다.The sleeve nut 40 inserted into the center of the curling part 31 is prevented by the annular groove 41 formed on the outer circumferential surface of the sleeve nut 40 and the nut engaging piece 33 formed in the curling part 31 There is an effect that can be done.

상부인장볼트(60)와 하부인장볼트(61) 및 볼트지지판(50)에 의해 슬리브너트(40)에 인장력을 가해 컬링부(31)를 벽돌(20)에 고정하도록 되어 있기 때문에 컬링부(31)와 와이어 결속판(30)을 강한 힘으로 벽돌(20)에 고정할 수 있는 효과가 있다.The curling part 31 is fixed to the brick 20 by applying a tensile force to the sleeve nut 40 by the upper tension bolt 60, the lower tension bolt 61, and the bolt support plate 50. ) And the wire binding plate 30 has the effect of being able to fix the brick 20 with a strong force.

인장와이어(12)의 전방측 단부에 형성된 전방결속부(13)를 볼트지지판(50)에 형성된 와이어 통과구멍(52)을 통해 와이어 결속판(30)에 형성된 다수의 반달지지부(32)에 삽입해서 결속하도록 되어 있기 때문에 인장와이어(12)와 와이어 결속판(30)의 결속을 더욱 증대시킬 수 있는 효과가 있다.Inserting the front fastening part 13 formed at the front end of the tension wire 12 into a plurality of half moon support parts 32 formed in the wire binding plate 30 through the wire through hole 52 formed in the bolt support plate 50 Since the tension wire 12 and the wire binding plate 30 are bound together, there is an effect of further increasing the binding of the tension wire 12 and the wire binding plate 30.

벽돌(20)의 상면(23)에 형성된 와이어 매립홈(28)에 인장와이어(12)를 삽입해서 매립하도록 되어 있으므로, 인장와이어(12)와 벽돌(20)의 접합력을 증대시킬 수 있는 효과가 있다.Since the tension wire 12 is inserted into the wire buried groove 28 formed on the upper surface 23 of the brick 20 to be buried, the effect of increasing the bonding force between the tension wire 12 and the brick 20 is increased. have.

도 1은 종래 조적벽 결속장치를 보인 분해사시도
도 2는 종래 조적벽 결속장치를 보인 사시도
도 3은 본 발명에 따른 분해사시도
도 4는 도 3의 저면측 분해사시도
도 5는 본 발명에 따른 와이어 결속판의 컬링부와 슬리브너트를 보인 분리사시도
도 6은 본 발명에 따른 사시도
도 7은 본 발명에 따른 저면 사시도
도 8은 본 발명에 따른 평면도
도 9는 본 발명에 따른 측단면도
도 10은 본 발명에 따른 정단면도
도 11은 도 10의 A-A'선 단면도1 is an exploded perspective view showing a conventional masonry wall binding device
Figure 2 is a perspective view showing a conventional masonry wall binding device
3 is an exploded perspective view according to the present invention
Figure 4 is an exploded perspective view of the bottom side of Figure 3
Figure 5 is an exploded perspective view showing the curling portion and the sleeve nut of the wire binding plate according to the present invention
6 is a perspective view according to the present invention
7 is a bottom perspective view according to the present invention
8 is a plan view according to the present invention
9 is a side cross-sectional view according to the present invention
10 is a front cross-sectional view according to the present invention
11 is a cross-sectional view taken along line A-A' of FIG. 10

이하 본 발명에 따른 실시예를 첨부도면을 참조하여 상세히 설명한다.Hereinafter, embodiments of the present invention will be described in detail with reference to the accompanying drawings.

첨부도면 도 3 내지 도 11에 도시된 바와 같이 본 발명은 벽돌(20)에 형성된 벽돌구멍(21)의 내주면 좌우측에서 상하방향으로 형성되는 한 쌍의 걸림홈(22); 벽돌구멍(21)에 위치되는 와이어 결속판(30); 와이어 결속판(30)의 좌우 양단에 형성되고, 걸림홈(22)에 각각 삽입되어 걸리는 한 쌍의 컬링부(31); 컬링부(31)의 중심으로 각각 삽입되는 한 쌍의 슬리브너트(40)를 포함한다.As shown in the accompanying drawings 3 to 11, the present invention is a pair of locking grooves 22 formed in the vertical direction from the left and right sides of the inner circumferential surface of the brick hole 21 formed in the brick 20; A wire binding plate 30 positioned in the brick hole 21; A pair of curling portions 31 formed at the left and right ends of the wire binding plate 30 and inserted into and caught respectively in the locking grooves 22; It includes a pair of sleeve nuts 40 each inserted into the center of the curling portion 31.

걸림홈(22)은, 도 11에 도시된 바와 같이 벽돌(20)의 상면(23)과 저면(24)을 서로 평행하게 관통되도록 형성되며, 일정한 폭으로 형성되고 끝부분은 반원형의 곡면으로 형성할 수 있다.The locking groove 22 is formed so as to penetrate the top surface 23 and the bottom surface 24 of the brick 20 parallel to each other, as shown in FIG. 11, is formed with a constant width, and the end is formed in a semicircular curved surface. can do.

와이어 결속판(30)과 컬링부(31)는, 일정한 두께를 갖는 금속판을 이용해서 일체로 성형할 수 있으며, 특히 컬링부(31)는 도 11에 도시된 바와 같이 중심에 슬리브너트(40)의 외경에 대응하는 구멍이 형성되도록 형성할 수 있고, 좌우대칭을 이루도록 컬링부(31)를 형성할 수 있다.The wire binding plate 30 and the curling part 31 can be integrally formed using a metal plate having a certain thickness, and in particular, the curling part 31 is a sleeve nut 40 at the center as shown in FIG. 11. It can be formed to form a hole corresponding to the outer diameter of the, it is possible to form a curling portion 31 to achieve a left-right symmetry.

슬리브너트(40)는, 환봉소재를 선삭 또는 전조가공에 의해 성형할 수 있으며, 슬리브너트(40)의 중심에 형성되는 나사구멍(부호생략)은 상부인장볼트(60)와 하부인장볼트(61)에 대응하도록 형성하며, 슬리브너트(40)의 상하단을 관통하도록 나사구멍을 형성한다.The sleeve nut 40 may be formed by turning or rolling a round bar material, and a screw hole (not shown) formed in the center of the sleeve nut 40 is an upper tension bolt 60 and a lower tension bolt 61 ), and forming a screw hole to penetrate the upper and lower ends of the sleeve nut (40).

본 발명은 벽돌(20)의 상면(23)과 저면(24)에서 걸림홈(22)의 상하부 모서리를 따라 일정한 깊이로 형성되는 상판지지부(25)와 하판지지부(26); 상판지지부(25)와 하판지지부(26)에 각각 삽입되어 지지되고, 슬리브너트(40)와 중심이 일치되는 볼트구멍(51)을 갖는 한 쌍의 볼트지지판(50); 볼트구멍(51)을 통해 슬리브너트(40)의 상하단에 각각 결합되어 슬리브너트(40)를 서로 상반된 방향으로 당기는 상부인장볼트(60)와 하부인장볼트(61)를 포함한다.The present invention includes an upper plate support portion 25 and a lower plate support portion 26 formed at a predetermined depth along the upper and lower edges of the locking groove 22 in the upper and lower surfaces 23 and 24 of the brick 20; A pair of bolt support plates 50 which are inserted and supported in the upper plate support part 25 and the lower plate support part 26, respectively, and have a bolt hole 51 that is aligned with the sleeve nut 40; It includes an upper tension bolt 60 and a lower tension bolt 61 which are respectively coupled to the upper and lower ends of the sleeve nut 40 through the bolt hole 51 to pull the sleeve nut 40 in opposite directions.

상판지지부(25)와 하판지지부(26)는, 볼트지지판(50)의 평면 외곽선에 대응하는 모양을 갖도록 형성할 수 있다.The upper plate support part 25 and the lower plate support part 26 may be formed to have a shape corresponding to the planar outline of the bolt support plate 50.

볼트지지판(50)은, 예를 들면 일정한 두께를 갖는 금속판을 이용해서 프레스 가공에 의해 성형할 수 있으며, 상부인장볼트(60)와 하부인장볼트(61)의 볼트머리를 지지하는 역할을 한다.The bolt support plate 50 may be formed by pressing, for example, using a metal plate having a certain thickness, and serves to support the bolt heads of the upper tension bolt 60 and the lower tension bolt 61.

도 10의 확대도에 도시된 바와 같이 컬링부(31)와 상하단과 볼트지지판(50)사이에 갭(G)이 형성되도록 컬링부(31)의 길이를 걸림홈(22)의 길이보다 짧은 길이로 형성해서 상부인장볼트(60)와 하부인장볼트(61)에 의해 슬리브너트(40)가 인장될 때 컬링부(31)와 슬리브너트(40)가 볼트지지판(50)에 간섭되는 것을 방지하도록 한다.As shown in the enlarged view of FIG. 10, the length of the curling part 31 is shorter than the length of the locking groove 22 so that a gap G is formed between the curling part 31 and the upper and lower ends and the bolt support plate 50. To prevent the curling part 31 and sleeve nut 40 from interfering with the bolt support plate 50 when the sleeve nut 40 is tensioned by the upper tension bolt 60 and the lower tension bolt 61 do.

본 발명은 와이어 결속판(30)의 중앙에서 부분 절개되어 전후방으로 번갈아 돌출되면서 서로 중심이 일치되도록 상하 직렬로 형성되는 반달지지부(32); 반달지지부(32)와 중심이 일치되도록 볼트지지판(50)에 형성되는 와이어 통과구멍(52); 내벽(10)에 설치되는 인장와이어(12)의 전방측 단부에 형성되고, 와이어 통과구멍(52)을 통해 반달지지부(32)에 삽입되는 전방결속부(13)를 포함한다.The present invention is partially cut in the center of the wire binding plate 30, while alternately protruding in the front and rear, the half-moon support portion 32 formed in vertical series so that the centers coincide with each other; A wire through hole 52 formed in the bolt support plate 50 so that the center of the half moon support part 32 matches; It is formed at the front end of the tension wire 12 installed on the inner wall 10, and includes a front coupling portion 13 inserted into the half moon support portion 32 through the wire through hole 52.

반달지지부(32)는, 도 5 및 도 11에 도시된 바와 같이 와이어 결속판(30)를 십일자 형태로 부분 절개한 다음 전후방향으로 서로 엇갈리게 반달모양으로 성형해서 인장와이어(12)의 전방결속부(13)를 삽입해서 걸 수 있도록 구성할 수 있다.As shown in Figs. 5 and 11, the half-moon support part 32 partially cuts the wire binding plate 30 in the shape of an eleventh, and then forms a half-moon shape alternately in the front-rear direction, and the tension wire 12 is forwardly tied. It can be configured so that the part 13 can be inserted and hung.

인장와이어(12)는 스프링 강선을 이용해서 성형할 수 있으며, 인장와이어(12)의 전후방측 단부에 각각 형성되는 전방결속부(13)와 후방결속부(14)는 인장와이어(12)의 전후방 단부에서 하측을 향해 수직으로 절곡해서 형성할 수 있다.The tension wire 12 can be formed using a spring steel wire, and the front and rear coupling portions 13 and 14 respectively formed at the front and rear ends of the tension wire 12 are front and rear of the tension wire 12. It can be formed by bending it vertically from the end to the lower side.

본 발명은 벽돌(20)의 상면(23)과 저면(24)에 각각 일정한 깊이로 형성되고, 벽돌(20)의 후면(27)으로부터 벽돌구멍(21)으로 이어지면서 인장와이어(12)가 설치되는 와이어 매립홈(28)을 포함한다.In the present invention, the upper surface 23 and the lower surface 24 of the brick 20 are formed at a predetermined depth, respectively, and the tension wire 12 is installed while continuing from the rear surface 27 of the brick 20 to the brick hole 21 It includes a wire buried groove (28).

와이어 매립홈(28)은 도 8 및 도 9에 도시된 바와 같이 일정한 폭으로 형성할 수 있으며, 벽돌(20)을 조적하면서 벽돌(20) 사이사이에 주입하는 모르타르와 같은 접합제에 의해 와이어 매립홈(28)에 삽입된 인장와이어(12)가 부분 매립되어 벽돌(20)에 부착된다.The wire buried groove 28 can be formed to have a certain width as shown in Figs. 8 and 9, and the wire is buried by a bonding agent such as mortar injected between the bricks 20 while masonry. The tension wire 12 inserted in the groove 28 is partially buried and attached to the brick 20.

본 발명은 슬리브너트(40)의 외주면에 형성되는 환형홈(41); 컬링부(31)의 단부에서 십일자 형태로 부분 절개되어 환형홈(41)을 향해 절곡되는 너트걸림편(33)을 포함한다.The present invention is an annular groove 41 formed on the outer peripheral surface of the sleeve nut 40; It includes a nut engaging piece 33 that is partially cut in the shape of an eleven at the end of the curling part 31 and bent toward the annular groove 41.

너트걸림편(33)은 슬리브너트(40)가 컬링부(31)로부터 이탈되는 것을 방지하는 역할을 하는 것으로, 슬리브너트(40)를 컬링부(31)에 삽입한 다음 너트걸림편(33)을 성형한다.The nut engaging piece 33 serves to prevent the sleeve nut 40 from being separated from the curling portion 31, and after inserting the sleeve nut 40 into the curling portion 31, the nut engaging piece 33 Mold.

도면 중 부호 15는 내벽(10)에 설치되는 벽면브래킷을 나타낸 것이고, 16은 벽면브래킷(15)에 형성되어 인장와이어(12)의 후방결속부(14)가 삽입되어 걸리는 와이어 걸림구멍을 나타낸 것이며, 17은 벽면브래킷(15)을 내벽(10)에 설치하기 위한 콘크리트 못을 나타낸 것이다.In the drawings, reference numeral 15 denotes a wall bracket installed on the inner wall 10, and 16 denotes a wire locking hole formed in the wall bracket 15 and inserted into the rear fastening portion 14 of the tension wire 12. , 17 shows a concrete nail for installing the wall bracket 15 on the inner wall 10.

이하 본 발명에 따른 작용을 첨부된 도면에 의거하여 상세히 설명하면 다음과 같다.Hereinafter, the operation according to the present invention will be described in detail with reference to the accompanying drawings.

첨부도면 도 3 내지 도 11에 도시된 바와 같이 벽돌구멍(21)에 와이어 결속판(30)을 삽입하면서 와이어 결속판(30)에 형성된 컬링부(31)를 벽돌구멍(21)에 형성된 걸림홈(22)에 끼운 다음 상판지지부(25)와 하판지지부(26)에 볼트지지판(50)를 밀착시키고 상부인장볼트(60)와 하부인장볼트(61)를 볼트구멍(51)을 통해 슬리브너트(40)의 상하단에 결합하면 와이어 결속판(30)이 벽돌(20)에 설치된다.As shown in the accompanying drawings 3 to 11, while inserting the wire binding plate 30 into the brick hole 21, the curling portion 31 formed on the wire binding plate 30 is formed in the brick hole 21 (22), and then attach the bolt support plate 50 to the upper plate support part 25 and the lower plate support part 26, and insert the upper tension bolt 60 and the lower tension bolt 61 through the bolt hole 51 through a sleeve nut ( When coupled to the upper and lower ends of 40), the wire binding plate 30 is installed on the brick 20.

이때 상부인장볼트(60)와 하부인장볼트(61)를 돌려서 슬리브너트(40)에 인장력을 가하면 볼트지지판(50)이 상판지지부(25)와 하판지지부(26)에 밀착되면서 슬리브너트(40)와 컬링부(31) 및 와이어 결속판(30)이 고정된 상태를 유지하게 된다. At this time, when tension is applied to the sleeve nut 40 by turning the upper tension bolt 60 and the lower tension bolt 61, the bolt support plate 50 is in close contact with the upper plate support part 25 and the lower plate support part 26, and the sleeve nut 40 And the curling part 31 and the wire binding plate 30 are maintained in a fixed state.

이후 도 9에 도시된 바와 같이 인장와이어(12)의 전방측 단부에 형성된 전방결속부(13)를 볼트지지판(50)에 형성된 와이어 통과구멍(52)을 통해 와이어 결속판(30)에 형성된 반달지지부(32)의 중심으로 삽입하면서 와이어 결속판(30)의 후단부에 형성된 후방결속부(14)는 벽면브래킷(15)에 형성된 와이어 걸림구멍(16)에 삽입하면 인장와이어(12)에 의해 벽돌(20)이 내벽(10)에 결속된다.Thereafter, as shown in FIG. 9, the front fastening part 13 formed at the front end of the tension wire 12 is formed in the wire fastening plate 30 through the wire through hole 52 formed in the bolt support plate 50. The rear fastening part 14 formed at the rear end of the wire fastening plate 30 while being inserted into the center of the support 32 is inserted into the wire fastening hole 16 formed in the wall bracket 15 by the tension wire 12. The brick 20 is bound to the inner wall 10.

이때 인장와이어(12)를 벽돌(20)에 형성된 와이어 매립홈(28)에 끼운 다음 모르타르와 같은 접합제를 벽돌(20) 사이사이에 도포하면서 조적하면 인장와이어(12)가 와이어 매립홈(28)에 부분 매립된 상태로 벽돌(20)에 접합된다.At this time, the tension wire 12 is inserted into the wire buried groove 28 formed in the brick 20 and then laminated while applying a bonding agent such as mortar between the bricks 20, the tension wire 12 is formed into the wire buried groove 28 It is joined to the brick 20 while partially embedded in ).

10 : 내벽 12 : 인장와이어
13 : 전방결속부 14 : 후방결속부
15 : 벽면브래킷 16 : 와이어 걸림구멍
17 : 콘크리트 못 20 : 벽돌
21 : 벽돌구멍 22 : 걸림홈
23 : 상면 24 : 저면
25 : 상판지지부 26 : 하판지지부
27 : 후면 28 : 와이어 매립홈
30 : 와이어 결속판 31 : 컬링부
32 : 반달지지부 33 : 너트걸림편
40 : 슬리브너트 41 : 환형홈
50 : 볼트지지판 51 : 볼트구멍
52 : 와이어 통과구멍 60 : 상부인장볼트
61 : 하부인장볼트10: inner wall 12: tension wire
13: front binding portion 14: rear binding portion
15: wall bracket 16: wire locking hole
17: concrete nail 20: brick
21: brick hole 22: locking groove
23: top surface 24: bottom surface
25: upper plate support 26: lower plate support
27: rear 28: wire buried groove
30: wire binding plate 31: curling part
32: half moon support part 33: nut jamming piece
40: sleeve nut 41: annular groove
50: bolt support plate 51: bolt hole
52: wire through hole 60: upper tension bolt
61: lower tension bolt

Claims (3)

벽돌(20)에 형성된 벽돌구멍(21)의 내주면 좌우측에서 상하방향으로 형성되는 한 쌍의 걸림홈(22);
상기 벽돌구멍(21)에 위치되는 와이어 결속판(30);
상기 와이어 결속판(30)의 좌우 양단에 형성되고, 상기 걸림홈(22)에 각각 삽입되어 걸리는 한 쌍의 컬링부(31);
상기 컬링부(31)의 중심으로 각각 삽입되는 한 쌍의 슬리브너트(40);
상기 벽돌(20)의 상면(23)과 저면(24)에서 상기 걸림홈(22)의 상하부 모서리를 따라 일정한 깊이로 형성되는 상판지지부(25)와 하판지지부(26);
상기 상판지지부(25)와 하판지지부(26)에 각각 삽입되어 지지되고, 상기 슬리브너트(40)와 중심이 일치되는 볼트구멍(51)을 갖는 한 쌍의 볼트지지판(50);
상기 볼트구멍(51)을 통해 상기 슬리브너트(40)의 상하단에 각각 결합되어 상기 슬리브너트(40)를 서로 상반된 방향으로 당기는 상부인장볼트(60)와 하부인장볼트(61);
상기 와이어 결속판(30)의 중앙에서 부분 절개되어 전후방으로 번갈아 돌출되면서 서로 중심이 일치되도록 상하 직렬로 형성되는 반달지지부(32);
상기 반달지지부(32)와 중심이 일치되도록 상기 볼트지지판(50)에 형성되는 와이어 통과구멍(52);
내벽(10)에 설치되는 인장와이어(12)의 전방측 단부에 형성되고, 상기 와이어 통과구멍(52)을 통해 상기 반달지지부(32)에 삽입되어 걸리는 전방결속부(13);
를 포함하는 것을 특징으로 하는 건축용 조적벽 결속장치.A pair of locking grooves 22 formed in the vertical direction from the left and right sides of the inner circumferential surface of the brick hole 21 formed in the brick 20;
A wire binding plate 30 positioned in the brick hole 21;
A pair of curling portions 31 formed at the left and right ends of the wire binding plate 30 and inserted into and caught respectively in the locking grooves 22;
A pair of sleeve nuts 40 respectively inserted into the center of the curling part 31;
An upper plate support portion 25 and a lower plate support portion 26 formed at a predetermined depth along the upper and lower edges of the locking groove 22 in the upper and lower surfaces 23 and 24 of the brick 20;
A pair of bolt support plates 50 each inserted into and supported by the upper plate support part 25 and the lower plate support part 26, and having a bolt hole 51 aligned with the sleeve nut 40;
An upper tension bolt 60 and a lower tension bolt 61 which are respectively coupled to the upper and lower ends of the sleeve nut 40 through the bolt hole 51 to pull the sleeve nut 40 in opposite directions;
A half moon support portion 32 formed in a vertical series so that the center of the wire binding plate 30 is partially cut and protruded alternately in the front and rear directions, and the centers thereof coincide with each other;
A wire through hole 52 formed in the bolt support plate 50 so that the center of the half moon support part 32 matches;
A front fastening part 13 formed at the front end of the tension wire 12 installed on the inner wall 10 and inserted into the half moon support part 32 through the wire through hole 52 and caught;
Building masonry wall binding device comprising a. 청구항 1에 있어서,
상기 벽돌(20)의 상면(23)과 저면(24)에 각각 일정한 깊이로 형성되고, 상기 벽돌(20)의 후면(27)으로부터 상기 벽돌구멍(21)으로 이어지면서 상기 인장와이어(12)가 설치되는 와이어 매립홈(28);
을 포함하는 것을 특징으로 하는 건축용 조적벽 결속장치.The method according to claim 1,
Each of the upper surface 23 and the lower surface 24 of the brick 20 is formed to a predetermined depth, and the tension wire 12 is connected from the rear surface 27 of the brick 20 to the brick hole 21 Wire buried groove 28 to be installed;
Building masonry wall binding device comprising a. 청구항 1에 있어서,
상기 슬리브너트(40)의 외주면에 형성되는 환형홈(41);
상기 컬링부(31)의 단부에서 십일자 형태로 부분 절개되어 상기 환형홈(41)을 향해 절곡되는 너트걸림편(33);
을 포함하는 것을 특징으로 하는 건축용 조적벽 결속장치.The method according to claim 1,
An annular groove 41 formed on the outer circumferential surface of the sleeve nut 40;
A nut engaging piece 33 which is partially cut in the shape of an eleven at the end of the curling part 31 and bent toward the annular groove 41;
Building masonry wall binding device comprising a.
KR1020200101233A 2020-08-12 2020-08-12 Masonry Wall Binding Device KR102203307B1 (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR102516973B1 (en) * 2022-02-21 2023-04-04 주식회사 나로이엔씨 Masonry Wall Coupling Device

Citations (5)

* 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
KR101525412B1 (en) * 2015-04-29 2015-06-10 (주)동화종합건축사사무소 Masonry Wall Reinforcement Device for Apartment House
KR102119507B1 (en) * 2019-11-13 2020-06-05 한우식 Device for fixing block assembly having masonry joint structure

Patent Citations (5)

* 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
KR101525412B1 (en) * 2015-04-29 2015-06-10 (주)동화종합건축사사무소 Masonry Wall Reinforcement Device for Apartment House
KR102119507B1 (en) * 2019-11-13 2020-06-05 한우식 Device for fixing block assembly having masonry joint structure

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR102516973B1 (en) * 2022-02-21 2023-04-04 주식회사 나로이엔씨 Masonry Wall Coupling Device

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