KR100990440B1 - Anchor bolt for fixation of stone - Google Patents

Anchor bolt for fixation of stone Download PDF

Info

Publication number
KR100990440B1
KR100990440B1 KR1020080015055A KR20080015055A KR100990440B1 KR 100990440 B1 KR100990440 B1 KR 100990440B1 KR 1020080015055 A KR1020080015055 A KR 1020080015055A KR 20080015055 A KR20080015055 A KR 20080015055A KR 100990440 B1 KR100990440 B1 KR 100990440B1
Authority
KR
South Korea
Prior art keywords
spiral shaft
stone
anchor bolt
insertion hole
sleeve
Prior art date
Application number
KR1020080015055A
Other languages
Korean (ko)
Other versions
KR20090089733A (en
Inventor
손영숙
박경찬
Original Assignee
박경찬
손영숙
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by 박경찬, 손영숙 filed Critical 박경찬
Priority to KR1020080015055A priority Critical patent/KR100990440B1/en
Publication of KR20090089733A publication Critical patent/KR20090089733A/en
Application granted granted Critical
Publication of KR100990440B1 publication Critical patent/KR100990440B1/en

Links

Images

Classifications

    • 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
    • E04F13/0801—Separate fastening elements
    • E04F13/0832—Separate fastening elements without load-supporting elongated furring elements between wall and covering elements
    • E04F13/0833—Separate fastening elements without load-supporting elongated furring elements between wall and covering elements not adjustable
    • E04F13/0846—Separate fastening elements without load-supporting elongated furring elements between wall and covering elements not adjustable the fastening elements engaging holes or grooves in the side faces of the covering elements
    • 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
    • E04B1/74—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls
    • E04B1/76—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls specifically with respect to heat only
    • E04B1/762—Exterior insulation of exterior walls
    • E04B1/7637—Anchoring of separate elements through the lining to the wall
    • 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

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Acoustics & Sound (AREA)
  • Electromagnetism (AREA)
  • Chemical & Material Sciences (AREA)
  • Ceramic Engineering (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Finishing Walls (AREA)

Abstract

본 발명에 의한 석재고정용 앵커볼트(100)는 콘크리트벽(C)의 삽입홀(H)에 끼워지는 나선축(110)과, 상기 나선축(110)에 끼워지는 슬리브(120)가 구성되고, 상기 나선축(110)은 전방으로 상기 너트(140)에 체결되는 나사부(111)와, 후방 종단에 테이프지게 지름이 커지게 형성된 확장부(113)가 구성되고, 상기 슬리브(120)는 관형상으로서 후방 종단에서 전방으로 절개부(125)가 형성되어 구성된 석재고정용 앵커볼트(100)에 있어서; 상기 나선축(110)의 나사부(111)에 체결되어 상기 삽입홀(H)에 삽입되는 삽입관(160)이 구성되고, 상기 삽입관(160)에 링 형상의 패킹(150)이 끼워져 더 구성되도록 하고, 상기 삽입관(160)의 후방에 위치하도록 나선축(110)에 끼워지는 지지부(180)가 더 구성될 수도 있음으로써, 나선축(110)과 삽입홀(H) 사이에 유격이 생기지 않음으로써, 나선축(110)의 흔들림이 방지되므로, 석재(S)의 하중에 의해 나선축(110)이 하방으로 처지는 현상이 방지되고, 단열재(M)와 나선축(110) 사이에 물이 스며드는 현상이 방지되므로, 악취가 발생하거나 동기에 스며든 물이 동결되어 단열재(M)가 손상되는 현상이 예방되며, 지지부(180)에 의해 단열재(M)가 압착되어 두께가 얇아짐으로써 단열효과가 저하되는 현상이 방지되도록 구성된 발명에 관한 것이다.The stone fixing anchor bolt 100 according to the present invention is composed of a spiral shaft 110 to be inserted into the insertion hole (H) of the concrete wall (C), the sleeve 120 is fitted to the spiral shaft 110 and The spiral shaft 110 includes a screw portion 111 fastened to the nut 140 at anterior portion thereof, and an expansion portion 113 formed to have a tape diameter at a rear end thereof, and the sleeve 120 is formed of a pipe. In the stone anchoring anchor bolt 100 is formed as a cut portion 125 is formed forward from the rear end as a shape; The insertion pipe 160 is fastened to the threaded portion 111 of the spiral shaft 110 to be inserted into the insertion hole H, and a ring-shaped packing 150 is inserted into the insertion pipe 160 to further configure. And the support portion 180 that is fitted to the spiral shaft 110 to be located behind the insertion tube 160 may be further configured, so that there is no play between the spiral shaft 110 and the insertion hole (H) In this case, since the shaking of the spiral shaft 110 is prevented, the phenomenon in which the spiral shaft 110 sags downward due to the load of the stone S is prevented, and water is prevented between the heat insulating material M and the spiral shaft 110. Since the phenomenon of permeation is prevented, the phenomenon that the odor is generated or the water permeated with the motive is frozen and the insulation material M is damaged is prevented, and the heat insulating material M is compressed by the support part 180 and the thickness is reduced, so that the heat insulation effect. It relates to an invention configured to prevent the phenomenon that is lowered.

앵커볼트, 삽입관, 지지부  Anchor bolt, insertion tube, support part

Description

석재고정용 앵커볼트{Anchor bolt for fixation of stone}Anchor bolt for fixation of stone}

본 발명은 석재고정용 앵커볼트에 관한 것으로서, 더욱 상세히는 콘크리트벽에 고정 시, 유격이 발생하지 않도록 구성한 석재고정용 앵커볼트에 관한 것이다.The present invention relates to an anchor bolt for fixing the stone, and more particularly to an anchor bolt for fixing the stone configured so that the play does not occur when fixed to the concrete wall.

이하, 첨부되는 도면과 관련하여 종래 기술의 구성과 시공예를 살펴보면 다음과 같다.Hereinafter, with reference to the accompanying drawings look at the configuration and construction of the prior art as follows.

도 1은 종래의 기술이 적용된 석재고정용 앵커볼트를 도시한 분해 사시도, 도 2는 종래의 기술이 적용된 석재고정용 앵커볼트가 콘크리트벽에 시공된 상태를 도시한 단면도로서 함께 설명한다.1 is an exploded perspective view showing a stone fixing anchor bolt applied to the prior art, Figure 2 will be described together with a cross-sectional view showing a state in which the stone fixing anchor bolt applied to the conventional technology is constructed on the concrete wall.

일반적으로 콘크리트로 건물이나 구조물을 시공하고나서는 콘크리트벽(C)을 미려하게 마감하기 위해 석재(S)를 부착하게 되는 데, 상기 석재(S)를 콘크리트벽(C)에 고정하기 위해서는 석재고정용 앵커볼트(1)를 콘크리트벽(C)에 고정한 후, 상기 앵커볼트(1)에 석재(S)가 고정되도록 함으로써 가능하다.In general, after constructing a building or structure with concrete to attach the stone (S) to finish the concrete wall (C) beautifully, in order to fix the stone (S) to the concrete wall (C) for fixing the stone After fixing the anchor bolt 1 to the concrete wall (C), it is possible by allowing the stone (S) to be fixed to the anchor bolt (1).

상기 석재고정용 앵커볼트(1)의 구조를 살펴보면 다음과 같다.Looking at the structure of the stone fixing anchor bolt (1) as follows.

콘크리트벽(C)의 삽입홀(H)에 끼워지는 나선축(10)과 상기 나선축(10)에 끼워지는 슬리브(20)와 상기 나선축(10)에 끼워지는 와셔(30)와 상기 나선축(10)에 체결되는 너트(40)로 구성된다.The spiral shaft 10 fitted into the insertion hole H of the concrete wall C, the sleeve 20 fitted into the spiral shaft 10, the washer 30 fitted into the spiral shaft 10, and the spiral It consists of a nut 40 fastened to the shaft 10.

상기 나선축(10)은 전방(석재(S)가 부착되는 방향)으로는 상기 너트(40)에 체결되도록 나사부(11)가 형성되고, 후방(삽입홀(H) 방향)으로는 테이프지게 지름이 커지는 확장부(13)가 형성된다.The spiral shaft 10 has a screw portion 11 formed to be fastened to the nut 40 in the front (direction in which the stone S is attached), and has a tape diameter in the rear (insertion hole H direction). This enlarged portion 13 is formed.

상기 슬리브(20)는 관형상으로서 후방 종단((27)에서 전방으로 절개부(25)가 형성되어 후방부가 벌어지도록 형성되고, 콘크리트벽(C)에 형성된 삽입홀(H)에 수용 시, 외측으로 돌출되도록 길이가 형성된다.The sleeve 20 is a tubular shape is formed so that the incision 25 is formed from the rear end (27) to the front to open the rear portion, when received in the insertion hole (H) formed in the concrete wall (C), the outside The length is formed so as to protrude.

상기 구성에 의한 석재고정용 앵커볼트(1)의 사용례를 살펴보면 다음과 같다.Looking at the use example of the stone fixing anchor bolt (1) by the above configuration.

콘크리트벽(C)에 상기 나선축(10)과 슬리브(20)가 수용되는 삽입홀(H)을 천공한 후, 슬리브(20)가 끼워진 나선축(10)을 상기 삽입홀(H)에 끼워넣는다. 이때, 나선축(10)의 확장부(13)와 슬리브(20)의 절개부(25)가 후방을 향하도록 한다.After drilling the insertion hole H in which the spiral shaft 10 and the sleeve 20 are accommodated in the concrete wall C, the spiral shaft 10 in which the sleeve 20 is fitted is inserted into the insertion hole H. Put it in. At this time, the extension portion 13 of the spiral shaft 10 and the cutout portion 25 of the sleeve 20 are directed to the rear.

이 상태에서 상기 나선축(10)의 나사부(11)에 와셔(30)를 끼운 후, 너트(40)가 체결되도록 하면, 외측으로 돌출된 슬리브(20)를 와셔(30)가 가압하게 되어, 슬리브(20)를 삽입홀(H)의 내부로 밀어넣게 되고, 이로 인해서, 슬리브(20)의 후방부가 테이퍼진 확장부(13)를 가압하게 되면서, 점점 팽창되어 삽입홀(H)을 압박하게 되어 나선축(10)이 삽입홀(H)에 고정된 상태가 된다.After inserting the washer 30 in the screw portion 11 of the spiral shaft 10 in this state, if the nut 40 is fastened, the washer 30 is pressed against the sleeve 20 protruding outward, The sleeve 20 is pushed into the insertion hole H, and as a result, the rear portion of the sleeve 20 presses the tapered extension 13 so as to gradually expand to press the insertion hole H. Thus, the spiral shaft 10 is fixed to the insertion hole (H).

그리고나서 단열재(M)를 상기 나선축(10)에 가압하여 콘크리트벽(C)에 밀착시켜, 나사부(11)가 단열재(M)를 관통하도록 한다. Then, the heat insulating material (M) is pressed against the spiral shaft 10 to be in close contact with the concrete wall (C), so that the threaded portion 11 penetrates the heat insulating material (M).

그리고, 상기 관통된 나사부(11)에 L형 브래킷(B)의 일측면(U)을 관통시켜 너트(N)를 상기 나사부(11)에 체결되도록 하는 데, 상대측면(V)은 하방을 향하도록 한다. 그리고, 상기 상대측면(V)에 석재(S)가 고정된 플레이트(P)가 볼트(T)에 의해 고정됨으로써, 콘크리트벽(C)의 외측면에 석재(S)를 마감할 수 있게 된다.In addition, one side surface U of the L-shaped bracket B passes through the threaded portion 11 so that the nut N is coupled to the threaded portion 11, and the opposite side surface V faces downward. Do it. And, the plate (P) is fixed to the mating side (V) by the stone (P) by the bolt (T), it is possible to finish the stone (S) on the outer surface of the concrete wall (C).

상기 종래 기술에 의하면, 슬리브의 후방부만 팽창되어 삽입홀에 밀착되어 고정됨으로써, 슬리브의 전방부와 삽입홀 사이에는 유격이 발생하게 되고, 나선축과 슬리브 사이에도 유격이 있으므로, 나선축의 전방부가 흔들리는 현상이 발생하게 된다. 물론, 와셔와 너트를 체결하여 콘크리트벽에 압박하지만, 석재의 하중에 의해 하방으로 처지는 현상이 발생하게 되고, 이로 인해서 콘크리트벽에 석재를 평행하게 시공할 수 없는 문제점이 발생하게 된다.According to the prior art, since only the rear portion of the sleeve is expanded and tightly fixed to the insertion hole, there is a play between the front portion of the sleeve and the insertion hole, and there is a play between the spiral shaft and the sleeve, so that the front portion of the spiral shaft is The shaking phenomenon occurs. Of course, by tightening the washer and the nut to press on the concrete wall, the phenomenon of sagging downward due to the load of the stone is generated, thereby causing a problem that can not be installed in parallel to the concrete wall.

또한, L형 브래킷을 너트로 가압할 때, 단열재가 가압되어 두께가 얇아지는 문제가 발생하게 되어 단열계수가 떨어짐으로써 단열효과가 떨어지는 문제점이 발생하게 되며, 나선축과 단열재 사이로 물이 누수되어 부패함으로써 악취가 발생하고 동시에 상기 누수된 물이 동결되면서 팽창하게 되어 단열재가 찢어지게 되어 단열효과가 저하되는 문제점이 있었다.In addition, when pressurizing the L-shaped bracket with a nut, the problem is that the heat insulating material is pressurized and the thickness becomes thin, the heat insulation coefficient is lowered, the heat insulation effect is lowered, and water leaks between the spiral shaft and the heat insulating material decayed As a result, odors are generated and at the same time, the leaked water is frozen and expands to tear the heat insulating material, thereby lowering the heat insulating effect.

본 발명에 의한 석재고정용 앵커볼트는 콘크리트벽의 삽입홀에 끼워지는 나선축과, 상기 나선축에 끼워지는 슬리브가 구성되고, 상기 나선축은 전방으로 상기 너트에 체결되는 나사부와, 후방 종단에 테이프지게 지름이 커지게 형성된 확장부가 구성되고, 상기 슬리브는 관형상으로서 후방 종단에서 전방으로 절개부가 형성되어 구성된 석재고정용 앵커볼트에 있어서; 상기 나선축의 나사부에 체결되어 상기 삽입홀에 삽입되는 삽입관이 구성되고, 상기 삽입관에 링 형상의 패킹이 끼워져 더 구성되도록 하고, 상기 삽입관의 후방에 위치하도록 나선축에 끼워지는 지지부가 더 구성될 수도 있다.Stone fixing anchor bolt according to the present invention is composed of a spiral shaft to be inserted into the insertion hole of the concrete wall, the sleeve is fitted to the spiral shaft, the spiral shaft is a screw portion fastened to the nut in the front, and tape to the rear end In the anchoring bolt for stone fixing is configured to the fork diameter is formed enlarged, the sleeve is tubular shape is formed in the cut from the rear end to the front; An insertion pipe is fastened to the threaded portion of the spiral shaft to be inserted into the insertion hole, and a ring-shaped packing is inserted into the insertion tube so as to be further configured. It may be configured.

본 발명에 의한 석재고정용 앵커볼트에 의하면, 나선축과 삽입홀 사이에 유격이 생기지 않음으로써, 나선축의 흔들림이 방지되므로, 석재의 하중에 의해 나선축이 하방으로 처지는 현상이 방지되고, 단열재와 나선축 사이에 물이 스며드는 현상이 방지되므로, 악취가 발생하거나 동기에 스며든 물이 동결되어 단열재가 손상되는 현상이 예방되며, 지지부에 의해 단열재가 압착되어 두께가 얇아짐으로써 단열효과가 저하되는 현상이 방지되는 효과가 있다.According to the stone fixing anchor bolt according to the present invention, because the clearance between the spiral shaft and the insertion hole does not occur, the shaking of the spiral shaft is prevented, the phenomenon that the spiral shaft sag downwards by the load of the stone is prevented, As water penetrates between the spiral shafts, it prevents the occurrence of odor or water frost freezes and damages the insulation.The insulation is squeezed by the support, which reduces the heat insulation effect. The phenomenon is prevented.

이하 첨부되는 도면과 관련하여 상기 문제점을 해결하기 위한 본 발명의 구성과 시공예를 살펴보면 다음과 같다.Looking at the configuration and construction of the present invention for solving the above problems with reference to the accompanying drawings as follows.

도 3은 본 발명의 기술이 적용된 석재고정용 앵커볼트를 도시한 분해 사시도, 도 4는 본 발명의 기술이 적용된 석재고정용 앵커볼트가 콘크리트벽에 시공된 상태를 도시한 단면도, 도 5는 본 발명의 기술이 적용된 석재고정용 앵커볼트에 지지부가 더 구성되어 콘크리트벽에 시공된 상태를 도시한 단면도, 도 6은 본 발명의 기술이 적용된 석재고정용 앵커볼트에 더 구성되는 지지부를 도시한 사시도, 도 7은 본 발명의 기술이 적용된 석재고정용 앵커볼트의 다른 실시예로서 지지판의 회전을 방지하기 위해 나선축과 지지판의 관통구에 홈 및 돌기가 형성된 예를 도시한 분해 사시도, 도 8은 본 발명의 기술이 적용된 석재고정용 앵커볼트에 있어서, 삽 입관의 플랜지가 콘크리트벽에 밀착되도록 시공된 예를 도시한 단면도로서 함께 설명한다.Figure 3 is an exploded perspective view showing a stone fixing anchor bolt applied to the technology of the present invention, Figure 4 is a cross-sectional view showing a state in which the stone fixing anchor bolt applied to the technology of the present invention constructed on a concrete wall, Figure 5 Sectional view showing a state in which the support is further configured to the stone fixing anchor bolt applied to the technology of the invention construction on the concrete wall, Figure 6 is a perspective view showing the support further configured in the stone fixing anchor bolt applied the technology of the present invention FIG. 7 is an exploded perspective view illustrating an example in which grooves and protrusions are formed in a spiral shaft and a through hole of a support plate to prevent rotation of the support plate as another embodiment of the stone fixing anchor bolt to which the technique of the present invention is applied. In the anchoring bolt for fixing the stone to which the technique of the present invention is applied, it will be described together as a cross-sectional view showing an example in which the flange of the insertion pipe is in close contact with the concrete wall.

일반적으로 콘크리트로 건물이나 구조물을 시공하고나서는 콘크리트벽(C)을 미려하게 마감하기 위해 석재(S)를 부착하게 되는 데, 상기 석재(S)를 콘크리트벽(C)에 고정하기 위한 석재고정용 앵커볼트(100)는 콘크리트벽(C)의 삽입홀(H)에 끼워지는 나선축(110)과 상기 나선축(110)에 끼워지는 슬리브(120)가 구성된다.In general, after constructing a building or structure with concrete to attach a stone (S) to finish the concrete wall (C) beautifully, for fixing the stone (S) to the concrete wall (C) The anchor bolt 100 is composed of a spiral shaft 110 to be fitted into the insertion hole (H) of the concrete wall (C) and a sleeve 120 fitted to the spiral shaft (110).

상기 나선축(110)은 전방(석재(S)가 부착되는 방향)으로는 상기 너트(140)에 체결되도록 나사부(111)가 형성되고, 후방(삽입홀(H) 방향)으로는 테이프지게 지름이 커지는 확장부(113)가 형성된다.The spiral shaft 110 has a screw portion 111 is formed to be fastened to the nut 140 in the front (direction in which the stone (S) is attached), the diameter of the tape to the rear (insertion hole (H) direction) This enlarged portion 113 is formed.

상기 슬리브(120)는 관형상으로서 후방 종단((127)에서 전방으로 절개부(125)가 형성되어 후방부가 벌어지도록 형성된다.The sleeve 120 is tubular and is formed such that an incision 125 is formed forward from the rear end 127 and the rear portion is opened.

본 발명에서는 상기 슬리브(120)와 나선축(110)이 콘크리트벽(C)에 형성된 삽입홀(H) 내에서 유격없이 고정되도록 구성한 것을 특징으로 한다.In the present invention, the sleeve 120 and the spiral shaft 110 is characterized in that it is configured to be fixed without play in the insertion hole (H) formed in the concrete wall (C).

이를 위하여 본 발명에서는 다음과 같이 구성한다.To this end, the present invention is configured as follows.

상기 슬리브(120)는 삽입홀(H)에 수용되더라도 콘크리트벽(C)의 외측으로 돌출되지 않도록 길이가 형성된다.Even though the sleeve 120 is accommodated in the insertion hole (H), the length is formed so as not to protrude to the outside of the concrete wall (C).

그리고 상기 나선축(110)의 나사부(111)에 체결되어 상기 삽입홀(H)에 삽입되는 삽입관(160)이 구성되는 데, 상기 삽입관(160)은 삽입홀(H)에 삽입되는 최대의 지름으로 형성된 축 형상인 바디(161)와 상기 바디(161)가 단열재(M)를 파고 들어가는 것을 방지하기 위해 바디(161)의 후방(석재가 고정되는 쪽)에 형성된 플랜 지(163)와 상기 바디(161)와 플랜지(163)에 관통되어 나선축(110)의 나사부(111)에 체결되는 탭홀(165)로 구성된다. 상기 플랜지(163)는 육각형으로 형성되어 스패너로 회전이 용이하도록 형성될 수도 있고, 원형으로서 외측면에 너링 등의 거친면을 형성하여 회전이 용이하도록 형성할 수도 있다. 또한 상기 바디(161)는 전방을 첨예하게 형성하여 단열재(M)를 용이하게 관통하도록 형성되고 전방에는 슬리브(120)가 삽입되는 홀(164)이 형성되어 슬리브(120)와 삽입홀(H) 사이의 공간을 최대한 줄여 나선축(110)이 흔들리는 현상이 발생하지 않도록 한다. 그러나, 본 발명에서는 상기 홀(164)과 바디(161)의 전방이 첨예하게 형성되지 않아도 무방하다.In addition, the insertion pipe 160 is fastened to the threaded portion 111 of the spiral shaft 110 to be inserted into the insertion hole H, and the insertion pipe 160 is inserted into the insertion hole H. And a flange 163 formed at the rear of the body 161 (the side to which the stone is fixed) to prevent the body 161 having an axial shape formed by the diameter of the body 161 from digging into the heat insulating material M, and It consists of a tab hole 165 penetrating the body 161 and the flange 163 and fastened to the threaded portion 111 of the spiral shaft 110. The flange 163 may be formed in a hexagonal shape so as to be easily rotated by a spanner, or may be formed in a circular shape to form a rough surface such as a knurling on the outer surface to facilitate rotation. In addition, the body 161 is formed so as to sharply penetrate the front of the heat insulating material (M) and the front is formed with a hole 164 into which the sleeve 120 is inserted, the sleeve 120 and the insertion hole (H) The space between the maximal spiral shaft 110 is prevented from shaking. However, in the present invention, the front of the hole 164 and the body 161 may not be formed sharply.

상기 바디(161)에는 상기 플랜지(163)에 의해 가압되는 링 형상의 패킹(150)이 끼워져 더 구성된다.The body 161 is further configured by fitting a ring-shaped packing 150 pressed by the flange 163.

또한, 단열재(M)가 너트(170)의 가압에 의해 압축되는 현상을 방지하기 위해 상기 삽입관(160)의 후방에 위치하도록 나선축(110)에 끼워지는 지지부(180)가 더 구성될 수 있다.In addition, to prevent the phenomenon in which the heat insulating material (M) is compressed by the pressurization of the nut 170, the support portion 180 which is fitted to the spiral shaft 110 to be located behind the insertion tube 160 may be further configured. have.

상기 지지부(180)는 판상의 면판(183)과 상기 면판(183)에 형성되어 나선축(110)이 통과하는 관통구(182)와 상기 면판(183)의 전방면(185)에 단열재(M)를 통과하여 콘크리트벽(C)에 지지되는 핀(187)으로 구성되고, L형 브래킷(B)의 회전을 방지하기 위해 면판(183)의 후방면(186)에 너링 또는 돌기를 형성시키거나 부식면에 의한 거친면(188)을 형성할 수 있다. 상기 핀(187)의 길이는 단열재(M)의 두께 이상이 되도록 함으로써 단열재(M)가 압축되는 것을 방지할 수 있다.The support part 180 is formed in the plate-shaped face plate 183 and the face plate 183 and the heat insulating material (M) in the through hole 182 through which the spiral shaft 110 passes and the front surface 185 of the face plate 183. It consists of a pin 187 that is supported by the concrete wall (C) passing through the), to form a knurling or projection on the rear surface 186 of the face plate 183 to prevent the rotation of the L-shaped bracket (B) or The rough surface 188 by the corroded surface can be formed. The length of the fin 187 may be greater than the thickness of the heat insulating material M to prevent the heat insulating material M from being compressed.

또한, 다른 실시예로서 상기 지지부(180)의 회전을 방지하기 위해 면판(183) 의 관통구(182)에 돌기(184)를 형성하고 상기 나선축(110)의 나사부(111)에 길이방향으로 상기 돌기(184)가 지나가는 홈(116)이 형성되도록 한다.In addition, in another embodiment, the protrusion 184 is formed in the through hole 182 of the face plate 183 in order to prevent the rotation of the support 180, and in the longitudinal direction on the threaded portion 111 of the spiral shaft 110. The groove 116 through which the protrusion 184 passes is formed.

상기 구성에 의한 본 발명의 시공예를 살펴보면 다음과 같다.Looking at the construction of the present invention by the above configuration as follows.

먼저, 콘크리트벽(C)에 형성된 삽입홀(H)에 슬리브(120)가 끼워진 나선축(110)을 확장부(113)가 후방을 향하도록 수용시킨다. 그리고, 삽입홀(H) 외측방으로 돌출된 나선축(110)에 단열재(M)를 가압하여 나선축(110)이 단열재(M) 외측으로 돌출되도록 한 후, 상기 나선축(110)의 나사부(111)에 상기 삽입관(160)을 체결하여 단열재(M)를 가압하도록 하면, 삽입관(160)의 바디(161)가 단열재(M)를 뚫고 삽입홀(H)에 내입되어 슬리브(120)를 가압하게 된다. 상기 단열재(M)는 발포재로서 소프트한 재질일 경우, 삽입관(160)의 바디(161)는 가압에 의해 용이하게 뚫을 수 있다. 그런데, 용이하게 상기 바디(161)가 관통하도록 미리 단열재(M)에 구멍을 천공해서 삽입시킬 수도 있다.First, the spiral shaft 110 in which the sleeve 120 is fitted into the insertion hole H formed in the concrete wall C is accommodated so that the expansion portion 113 faces the rear side. Then, by pressing the heat insulating material (M) to the spiral shaft 110 protruding to the outer side of the insertion hole (H) so that the spiral shaft 110 protrudes out of the heat insulating material (M), the screw portion of the spiral shaft (110) When the insertion tube 160 is fastened to the insulation member M to pressurize the insulation member M, the body 161 of the insertion tube 160 penetrates the insulation member M and is inserted into the insertion hole H to have a sleeve 120. ) Will be pressed. When the heat insulating material (M) is a soft material as a foam material, the body 161 of the insertion tube 160 can be easily drilled by pressing. By the way, a hole may be previously drilled and inserted into the heat insulating material M so that the body 161 penetrates easily.

따라서, 슬리브(120)의 후방은 나선축(110)의 확장부(113)에 팽창되어 삽입홀(H)에 나선축(110)이 고정된다. 이때, 플랜지(163)와 단열재(M) 사이에는 패킹(150)이 개재되어 단열재(M)와 삽입관(160) 사이에 물이 스며드는 현상이 방지된다. 또한, 나선축(110)과 삽입홀(H) 사이에 삽입관(160)이 개재됨으로써 나선축(110)의 흔들림을 방지할 수 있다. Therefore, the rear of the sleeve 120 is expanded to the expansion portion 113 of the spiral shaft 110 is fixed to the spiral shaft 110 in the insertion hole (H). At this time, the packing 150 is interposed between the flange 163 and the heat insulating material (M) to prevent the phenomenon of water seeping between the heat insulating material (M) and the insertion pipe (160). In addition, the insertion tube 160 is interposed between the spiral shaft 110 and the insertion hole (H) to prevent the shaking of the spiral shaft 110.

또한, 삽입관(160)의 바디(161)에 홀(164)이 형성된 경우, 슬리브(120)가 상기 홀(164)에 삽입됨으로써, 나선축(110) 뿐만 아니라, 슬리브(120)와 삽입홀(H) 사이에도 상기 바디(161)가 개재되어, 더욱 견고하게 나선축이 지지될 수 있다.In addition, when the hole 164 is formed in the body 161 of the insertion tube 160, the sleeve 120 is inserted into the hole 164, so that not only the spiral shaft 110 but also the sleeve 120 and the insertion hole are formed. The body 161 may also be interposed between H and the spiral shaft may be more firmly supported.

이 상태에서 상기 나사부(111)에 L형 브래킷(B)의 일측면(U)을 관통시켜 너트(140)를 상기 나사부(111)에 체결되도록 하는 데, 상대측면(V)은 하방을 향하도록 한다. 그리고, 상기 상대측면(V)에 석재(S)가 고정된 플레이트(P)가 볼트(T)에 의해 고정됨으로써, 콘크리트벽(C)의 외측면에 석재(S)를 마감할 수 있게 된다.In this state, one side surface U of the L-shaped bracket B is passed through the threaded portion 111 so that the nut 140 is fastened to the threaded portion 111, and the counterpart side V faces downward. do. And, the plate (P) is fixed to the mating side (V) by the stone (P) by the bolt (T), it is possible to finish the stone (S) on the outer surface of the concrete wall (C).

상기 지지부(180)를 사용할 경우에는 상기 L형 브래킷(B)을 나선축(110)에 끼우기 전에, 지지부(180)의 관통구(182)가 나선축(110)에 끼워지도록 하는 데, 핀(187)이 전방을 향하도록 하여 단열재(M)를 관통하여 콘크리트벽(C)에 지지되도록 한다. 그리고 나서 상기 시공대로 L형 브래킷(B)과 석재(S)가 고정되도록 한다. 이로 인해서 상기 너트(140)를 죄더라도 단열재(M)가 압축되는 현상을 방지할 수 있으므로 단열재(M)의 압축으로 인한 단열효과의 저하를 방지할 수 있다.In the case of using the support unit 180, the through hole 182 of the support unit 180 is fitted to the spiral shaft 110 before the L-shaped bracket B is fitted to the spiral shaft 110. 187) to be forward to penetrate the insulation (M) to be supported by the concrete wall (C). Then the L-shaped bracket (B) and stone (S) to be fixed as the construction. Therefore, even if the nut 140 is tightened, the phenomenon in which the heat insulating material M is compressed can be prevented, and thus, the deterioration of the heat insulating effect due to the compression of the heat insulating material M can be prevented.

상기 지지부(180)의 면판(183) 전방에 거친면(188)이 형성된 경우에는 L형 브래킷(B)과 면판(183) 사이에 마찰계수를 증가시켜 L형 브래킷(B)이 외력에 의해 회전하는 현상을 방지할 수 있다.When the rough surface 188 is formed in front of the face plate 183 of the support part 180, the coefficient of friction is increased between the L-shaped bracket B and the face plate 183 so that the L-shaped bracket B rotates by an external force. Can prevent the phenomenon.

또한, 다른 실시예에 의해 상기 면판(183)의 관통구(182)에 형성된 돌기(184)와 상기 나사부(111)에 형성된 홈(116)에 의해 너트(140) 체결 시, 지지부(180)가 회전하여 핀(187)이 단열재(M)를 손상시키는 현상을 방지할 수 있다.In addition, when the nut 140 is fastened by the protrusion 184 formed in the through hole 182 of the face plate 183 and the groove 116 formed in the threaded portion 111, the support 180 may be formed. It is possible to prevent the phenomenon that the pin 187 damages the heat insulating material (M) by rotating.

본 발명은 도 8에서처럼, 패킹(150)이 콘크리트벽(C)에 접하도록 하여 시공할 수도 있음은 물론이다.8, the packing 150 may be constructed to be in contact with the concrete wall C, of course.

도 1은 종래의 기술이 적용된 석재고정용 앵커볼트를 도시한 분해 사시도.1 is an exploded perspective view showing an anchor bolt for fixing a stone applied with the prior art.

도 2는 종래의 기술이 적용된 석재고정용 앵커볼트가 콘크리트벽에 시공된 상태를 도시한 단면도.Figure 2 is a cross-sectional view showing a state in which the anchoring bolt for fixing the stone to which the conventional technique is applied to the concrete wall.

도 3은 본 발명의 기술이 적용된 석재고정용 앵커볼트를 도시한 분해 사시도.Figure 3 is an exploded perspective view showing a stone fixing anchor bolt to which the technique of the present invention is applied.

도 4는 본 발명의 기술이 적용된 석재고정용 앵커볼트가 콘크리트벽에 시공된 상태를 도시한 단면도.Figure 4 is a cross-sectional view showing a state in which the anchor bolt for fixing the stone applied to the technology of the present invention constructed on the concrete wall.

도 5는 본 발명의 기술이 적용된 석재고정용 앵커볼트에 지지부가 더 구성되어 콘크리트벽에 시공된 상태를 도시한 단면도.Figure 5 is a cross-sectional view showing a state in which the support is further constructed on a concrete wall anchor bolt for fixing the stone applied technology of the present invention.

도 6은 본 발명의 기술이 적용된 석재고정용 앵커볼트에 더 구성되는 지지부를 도시한 사시도.Figure 6 is a perspective view showing the support further configured to the anchoring bolt for fixing the stone applied technology of the present invention.

도 7은 본 발명의 기술이 적용된 석재고정용 앵커볼트의 다른 실시예로서 지지판의 회전을 방지하기 위해 나선축과 지지판의 관통구에 홈 및 돌기가 형성된 예를 도시한 분해 사시도.7 is an exploded perspective view showing an example in which grooves and protrusions are formed in a spiral shaft and a through hole of a support plate to prevent rotation of the support plate as another embodiment of the stone fixing anchor bolt to which the technique of the present invention is applied.

도 8은 본 발명의 기술이 적용된 석재고정용 앵커볼트에 있어서, 삽입관의 플랜지가 콘크리트벽에 밀착되도록 시공된 예를 도시한 단면도.Figure 8 is a cross-sectional view showing an example in which the construction of the anchor bolt for fixing the stone applied to the technique of the present invention, the flange of the insertion pipe is in close contact with the concrete wall.

*도면의 주요 부분에 사용된 부호의 설명** Description of the symbols used in the main parts of the drawings *

110: 나선축 111: 나사부110: spiral shaft 111: threaded portion

113: 확장부 120: 슬리브113: extension 120: sleeve

125: 절개부 140: 너트125: cutout 140: nut

150: 패킹 160: 삽입관150: Packing 160: Insertion Tube

161: 바디 163: 플랜지161: body 163: flange

165: 탭홀 180: 지지부165: tap hole 180: support

183: 면판 187: 핀183: face plate 187: pin

Claims (4)

콘크리트벽(C)의 삽입홀(H)에 끼워지는 나선축(110)과,A spiral shaft 110 fitted into the insertion hole H of the concrete wall C, 상기 나선축(110)에 끼워지는 슬리브(120)가 구성되고,Sleeve 120 is fitted to the spiral shaft 110 is configured, 상기 나선축(110)은 전방으로 형성된 나사부(111) 및 후방 종단에 테이프지게 지름이 커지게 형성된 확장부(113)가 구성되고,The spiral shaft 110 is composed of a screw portion 111 formed in the front and an expansion portion 113 formed to have a larger diameter to the tape at the rear end, 상기 슬리브(120)는 관형상으로서 후방 종단((127)에서 전방으로 절개부(125)가 형성되어 구성된 석재고정용 앵커볼트(100)에 있어서;The sleeve 120 is a tubular shape in the anchoring bolt 100 for stone fixing is formed in the incision (125) from the rear end (127) to the front; 상기 나선축(110)의 나사부(111)에 체결되어 상기 삽입홀(H)에 삽입되는 삽입관(160)이 구성되고, Is inserted into the insertion hole 160 is fastened to the threaded portion 111 of the spiral shaft 110 is inserted into the insertion hole (H), 상기 삽입관(160)은 삽입홀(H)에 삽입되는 최대의 지름으로 형성된 축 형상인 바디(161)와,The insertion tube 160 is a shaft 161 formed in the largest diameter to be inserted into the insertion hole (H) and, 상기 바디(161)가 단열재(M)를 파고 들어가는 것을 방지하기 위해 바디(161)의 후방에 형성된 플랜지(163)와,A flange 163 formed at the rear of the body 161 to prevent the body 161 from digging into the heat insulating material M; 상기 바디(161)와 플랜지(163)에 관통되어 나선축(110)의 나사부(111)에 체결되는 탭홀(165)로 구성되고, It consists of a tap hole 165 penetrating the body 161 and the flange 163 and fastened to the threaded portion 111 of the spiral shaft 110, 상기 바디(161)에 상기 플랜지(163)에 의해 가압되는 링 형상의 패킹(150)이 끼워져 더 구성되는 것을 특징으로 하는 석재고정용 앵커볼트.Stone fixing anchor bolt, characterized in that the body 161 is further configured by fitting the ring-shaped packing 150 is pressed by the flange 163. 제 1 항에 있어서,The method of claim 1, 상기 삽입관(160)의 후방에 위치하도록 나선축(110)에 끼워지는 지지부(180)가 구성되고, The support 180 is fitted to the spiral shaft 110 to be located behind the insertion tube 160, 상기 지지부(180)는 판상의 면판(183)과,The support portion 180 is a plate-like face plate 183, 상기 면판(183)에 형성되어 나선축(110)이 통과하는 관통구(182)와,A through hole 182 formed in the face plate 183 through which the spiral shaft 110 passes; 상기 면판(183)의 전방면(185)에 단열재(M)를 통과하여 콘크리트벽(C)에 지지되는 핀(187)으로 구성되는 것을 특징으로 하는 석재고정용 앵커볼트.Stone fixing anchor bolt, characterized in that the front surface 185 of the face plate 183 consists of a pin 187 that is supported by the concrete wall (C). 제 2 항에 있어서,The method of claim 2, 상기 면판(183)의 후방면(186)에 거친면(188)이 형성된 것을 특징으로 하는 석재고정용 앵커볼트.Stone fixing anchor bolt, characterized in that the rough surface (188) is formed on the rear surface (186) of the face plate (183). 제 2 항 또는 제 3 항에 있어서,The method according to claim 2 or 3, 상기 면판(183)의 관통구(182)에 형성된 돌기(184)와, A projection 184 formed in the through hole 182 of the face plate 183, 상기 나선축(110)의 나사부(111)에 길이방향으로 상기 돌기(184)가 지나가는 홈(116)이 형성된 것을 특징으로 하는 석재고정용 앵커볼트.Stone fixing anchor bolt, characterized in that the groove 116 through which the protrusion 184 passes in the longitudinal direction in the threaded portion 111 of the spiral shaft 110 is formed.
KR1020080015055A 2008-02-19 2008-02-19 Anchor bolt for fixation of stone KR100990440B1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
KR1020080015055A KR100990440B1 (en) 2008-02-19 2008-02-19 Anchor bolt for fixation of stone

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
KR1020080015055A KR100990440B1 (en) 2008-02-19 2008-02-19 Anchor bolt for fixation of stone

Publications (2)

Publication Number Publication Date
KR20090089733A KR20090089733A (en) 2009-08-24
KR100990440B1 true KR100990440B1 (en) 2010-10-29

Family

ID=41207825

Family Applications (1)

Application Number Title Priority Date Filing Date
KR1020080015055A KR100990440B1 (en) 2008-02-19 2008-02-19 Anchor bolt for fixation of stone

Country Status (1)

Country Link
KR (1) KR100990440B1 (en)

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101155248B1 (en) 2011-09-23 2012-06-13 김세직 overhead construction sheet anchor bolt
US20120272609A1 (en) * 2011-04-29 2012-11-01 Kim Jae Ok Support device of bearing angle for architectural stone
KR101515956B1 (en) * 2014-01-14 2015-05-04 주식회사 이비엠리더 Fixing structure for a outside panel of building and construction methods
KR101541074B1 (en) * 2014-04-25 2015-07-31 송용석 Fixing apparatus for a outside panel of building and construction method thereof
KR101882658B1 (en) 2017-10-19 2018-07-26 신은경 A spread anchor bolt
KR20190043990A (en) 2018-04-26 2019-04-29 신은경 A spread anchor bolt
KR102251013B1 (en) * 2019-11-01 2021-05-11 진영호 Anchor unit for fixing insulation and its manufacturing method

Families Citing this family (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101338691B1 (en) * 2012-06-19 2013-12-06 주식회사 케이씨씨 Finishing materirals mounting structure
KR101380061B1 (en) * 2012-07-02 2014-04-01 김세직 Anchor apparatus for Stone construction
KR101402669B1 (en) * 2013-10-14 2014-06-09 송미선 Install system of support unit for stone plate corbel
KR102214739B1 (en) 2019-05-21 2021-02-10 이성대 Anchor Support with Drill and Construction Method thereof
KR102285343B1 (en) 2019-10-10 2021-08-04 김형윤 Insulated Anchor Support with Drill and Anchor Bolt Structure using It
KR102345205B1 (en) 2019-10-18 2021-12-30 김형윤 Insulated Anchor Support with Drill Attatched by Magnets and Anchor Bolt Structure using It
CN114351892A (en) * 2022-01-19 2022-04-15 千吉装备智能科技有限公司 Layered mechanical solid-pressing external wall heat insulation system

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6281583U (en) 1985-11-11 1987-05-25
JP2001107471A (en) 1999-08-03 2001-04-17 Tsutsunaka Sheet Bosui Kk Erecting structure and erecting method of fixing bolt on waterproofed surface
JP2005324269A (en) 2004-05-13 2005-11-24 Yamashita Kogyo Kenkyusho:Kk Socket for anchor bolt setter

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6281583U (en) 1985-11-11 1987-05-25
JP2001107471A (en) 1999-08-03 2001-04-17 Tsutsunaka Sheet Bosui Kk Erecting structure and erecting method of fixing bolt on waterproofed surface
JP2005324269A (en) 2004-05-13 2005-11-24 Yamashita Kogyo Kenkyusho:Kk Socket for anchor bolt setter

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20120272609A1 (en) * 2011-04-29 2012-11-01 Kim Jae Ok Support device of bearing angle for architectural stone
KR101155248B1 (en) 2011-09-23 2012-06-13 김세직 overhead construction sheet anchor bolt
KR101515956B1 (en) * 2014-01-14 2015-05-04 주식회사 이비엠리더 Fixing structure for a outside panel of building and construction methods
KR101541074B1 (en) * 2014-04-25 2015-07-31 송용석 Fixing apparatus for a outside panel of building and construction method thereof
KR101882658B1 (en) 2017-10-19 2018-07-26 신은경 A spread anchor bolt
KR20190043990A (en) 2018-04-26 2019-04-29 신은경 A spread anchor bolt
KR102251013B1 (en) * 2019-11-01 2021-05-11 진영호 Anchor unit for fixing insulation and its manufacturing method

Also Published As

Publication number Publication date
KR20090089733A (en) 2009-08-24

Similar Documents

Publication Publication Date Title
KR100990440B1 (en) Anchor bolt for fixation of stone
US8209934B2 (en) Wall tie and method of using and making same
US5644889A (en) Remedial wall anchor system
CA2677054C (en) Mechanical plug and method for using the same
AU752327B2 (en) Plug to be fastened to hollow and solid building materials
US5741083A (en) Timber connector
US20060204341A1 (en) Method and device for rock bolting
TWI633242B (en) Anchor bolt
CA2132988C (en) Brick tie
NO20025687D0 (en) Expansion anchors that can be attached to a panel-like building material
EP3561190B1 (en) Screw-in anchor bolt and method for installing curtain wall and panel therewith
WO2008006465A8 (en) Fastening systems and method for fitting insulating panels
JP4219923B2 (en) Seismic expansion anchor
WO2004074636A3 (en) Radially deformed anchorage bolt
KR20090036835A (en) Set anchor bolt
US20080309074A1 (en) Device for connection of a tube to a structure
KR101765747B1 (en) double stage extension type nail anchor and method thereof
JP2010203097A (en) Member for fixing bolt on wall surface, and method for mounting the same
JP4235667B2 (en) Metal extension anchor for soft or porous building materials
KR200286627Y1 (en) Anchor bolt for concrete
KR100681888B1 (en) High tension anchor
JP2007510110A (en) Fastening element
RU2153604C2 (en) Dowel with sleeve having dents
WO2004020842A3 (en) Anchor bolt
KR100882583B1 (en) Implantable anchor

Legal Events

Date Code Title Description
A201 Request for examination
E902 Notification of reason for refusal
E701 Decision to grant or registration of patent right
GRNT Written decision to grant
FPAY Annual fee payment

Payment date: 20130812

Year of fee payment: 4

LAPS Lapse due to unpaid annual fee