KR100504232B1 - Stone panel connect structure of building using anchor projecting part brick - Google Patents
Stone panel connect structure of building using anchor projecting part brick Download PDFInfo
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- KR100504232B1 KR100504232B1 KR1020050006728A KR20050006728A KR100504232B1 KR 100504232 B1 KR100504232 B1 KR 100504232B1 KR 1020050006728 A KR1020050006728 A KR 1020050006728A KR 20050006728 A KR20050006728 A KR 20050006728A KR 100504232 B1 KR100504232 B1 KR 100504232B1
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- South Korea
- Prior art keywords
- brick
- anchor
- vertical
- bolt
- horizontal
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- H—ELECTRICITY
- H02—GENERATION; CONVERSION OR DISTRIBUTION OF ELECTRIC POWER
- H02G—INSTALLATION OF ELECTRIC CABLES OR LINES, OR OF COMBINED OPTICAL AND ELECTRIC CABLES OR LINES
- H02G7/00—Overhead installations of electric lines or cables
- H02G7/05—Suspension arrangements or devices for electric cables or lines
- H02G7/06—Suspensions for lines or cables along a separate supporting wire, e.g. S-hook
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- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16B—DEVICES FOR FASTENING OR SECURING CONSTRUCTIONAL ELEMENTS OR MACHINE PARTS TOGETHER, e.g. NAILS, BOLTS, CIRCLIPS, CLAMPS, CLIPS OR WEDGES; JOINTS OR JOINTING
- F16B2/00—Friction-grip releasable fastenings
- F16B2/02—Clamps, i.e. with gripping action effected by positive means other than the inherent resistance to deformation of the material of the fastening
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- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16L—PIPES; JOINTS OR FITTINGS FOR PIPES; SUPPORTS FOR PIPES, CABLES OR PROTECTIVE TUBING; MEANS FOR THERMAL INSULATION IN GENERAL
- F16L3/00—Supports for pipes, cables or protective tubing, e.g. hangers, holders, clamps, cleats, clips, brackets
- F16L3/02—Supports for pipes, cables or protective tubing, e.g. hangers, holders, clamps, cleats, clips, brackets partly surrounding the pipes, cables or protective tubing
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- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Finishing Walls (AREA)
Abstract
본 발명은 앵커 돌출형 벽돌의 외측에 앵커 볼트의 볼트부가 돌출시켜 패스너를 체결하고 수직 결속대와 결속봉을 가로 및 세로방향으로 연결시켜 다층으로 벽돌 벽체를 시공할 수 있도록 하는 앵커 돌출형 벽돌을 이용한 건축 외장 석재판 체결 구조에 관한 것이다.The present invention provides an anchor protrusion brick that protrudes the bolt portion of the anchor bolt to the outside of the anchor protrusion brick to fasten the fasteners and connect the vertical binding band and the binding rod in the horizontal and vertical directions so that the brick wall can be constructed in multiple layers. It relates to a building exterior stone plate fastening structure used.
본 발명은, 기초 콘크리트의 상부에 다층으로 벽돌이 접촉 몰탈로 적층되며, 벽돌의 전방에 석재판을 체결하는 벽돌 벽체에 있어서, 상기 벽돌 벽체에는 가로 및 세로 방향으로 내부에 앵커 볼트의 절곡부를 위치시킨 앵커 돌출형 벽돌을 비빔 콘크리트로 제작하여 볼트부에 결합되는 패스너에 의해 석재판이 견고하게 지지되는 한편, 상기 앵커 돌출형 벽돌은 외부로 노출된 앵커 볼트의 볼트부에 패스너가 너트로 체결되고, 상기 앵커 돌출형 벽돌은 수직 및 수평 방향으로 형성된 수직홀과 수평홀에 각각 수직 결속대와 결속봉이 결합되며, 상기 앵커 볼트는 일측에 볼트부가 형성되고, 그 볼트부에 일체로 절곡된 절곡부가 형성된 부재로, 앵커 돌출형 벽돌에 절곡부가 위치되며, 상기 패스너는 수직판부의 일측 하부 측면에 수평판부가 일체로 형성되고, 그 수직판부의 측면에 요철부가 돌출되게 형성되며, 수직판부와 수평판부에 각각 관통홀이 형성되어 너트와 나사못이 결합되며, 상기 앵커 돌출형 벽돌에는 수직홀에 결합되는 수직 결속대는, 원형봉의 중앙에 원형판부가 형성되며, 상기 앵커 돌출형 벽돌에는 수평홀에 원형봉으로 제작된 결속봉이 체결되며, 또한 상기 앵커 돌출형 벽돌의 측면에 안착되는 벽돌에는 결속봉과 수직 결속대가 삽입설치되도록 관통홀이 형성되어 패스너의 전방으로 결합되는 석재판을 견고하게 지지시키는 것을 특징으로 하는 앵커 돌출형 벽돌을 이용한 건축 외장 석재판 체결 구조를 제공한다.The present invention, the brick is laminated in a multi-layer on top of the foundation concrete in contact mortar, the brick wall fastening the stone plate in front of the brick, the brick wall is located in the horizontal and vertical direction the bent portion of the anchor bolt in the interior The stone plate is firmly supported by a fastener coupled to the bolt by making the anchor protrusion brick made of non-beam concrete, while the anchor protrusion brick is fastened to the bolt part of the anchor bolt exposed to the outside by a nut. The anchor protruding brick has a vertical binding band and a binding rod coupled to vertical and horizontal holes formed in vertical and horizontal directions, respectively, and the anchor bolt has a bolt portion formed at one side thereof, and a bent portion bent integrally with the bolt portion. As a member, a bent portion is positioned in the anchor protruding brick, and the fastener has a horizontal plate portion integrally formed on one lower side of the vertical plate portion. The uneven portion is formed to protrude from the side of the vertical plate portion, through-holes are formed in the vertical plate portion and the horizontal plate portion, respectively, and the nut and the screw are coupled to each other. A circular plate portion is formed in the center of the rod, and the anchoring protrusion brick is fastened to a binding rod made of a circular rod in a horizontal hole, and the binding rod and a vertical binding band are inserted into the brick seated on the side of the anchor protrusion brick. It is formed to provide a building exterior stone plate fastening structure using the anchor protruding brick, characterized in that to firmly support the stone plate coupled to the front of the fastener.
Description
본 발명은 앵커 돌출형 벽돌의 외측에 앵커 볼트의 볼트부가 돌출시켜 패스너를 체결하고 수직 결속대와 결속봉을 가로 및 세로방향으로 연결시켜 다층으로 벽돌 벽체를 시공할 수 있도록 하는 앵커 돌출형 벽돌을 이용한 건축 외장 석재판 체결 구조에 관한 것이다.The present invention provides an anchor protrusion brick that protrudes the bolt portion of the anchor bolt to the outside of the anchor protrusion brick to fasten the fasteners and connect the vertical binding band and the binding rod in the horizontal and vertical directions so that the brick wall can be constructed in multiple layers. It relates to a building exterior stone plate fastening structure used.
우리나라의 벽돌을 이용하여 시공하는 건축 외벽에는 석재판을 많이 시공하고 있고, 상기 석재판을 연결시키는 경우 접착 몰탈을 적층하여 석재판을 시공하게 된다.A lot of stone plates are installed on the outer wall of the building using bricks in Korea, and when the stone plates are connected, adhesive mortar is laminated to construct the stone plates.
하절기 때의 집중 호우나 동절기 때의 동파 현상에 따라 석재판과 접착 몰탈의 밀착면에서 들뜸 현상이 발생되고, 그에 따라 단기간 내 하자가 발생되고 있다.Due to the heavy rainfall during the summer season or the freezing phenomenon during the winter season, the phenomenon of lifting occurs in the adhesion surface between the stone plate and the adhesive mortar, thereby causing short-term defects.
따라서, 상기 접착 몰탈과 석재판의 밀착면에서 발생되는 들뜸 현상에 따라 석재판이 이탈되는 문제점이 있다.Therefore, there is a problem that the stone plate is separated according to the lifting phenomenon generated in the adhesion surface of the adhesive mortar and the stone plate.
본 발명은 상술한 문제점을 감안하여 안출한 것으로서, 본 발명은, 앵커 돌출형 벽돌을 벽돌을 적층한 벽체에 설치하고 그 앵커 돌출형 벽돌에 패스너, 결속봉 및 수직 결속대를 결합하므로 전방으로 설치되는 석재판을 견고하게 체결할 수 있고, 그로 인해 발생될 수 있는 하자를 예방할 수 있도록 하는 앵커 돌출형 벽돌을 이용한 건축 외장 석재판 체결 구조를 제공함을 그 목적으로 한다.The present invention has been made in view of the above-described problems, the present invention is installed in front of the anchor protruding brick is installed in the brick laminated wall and fasteners, binding rods and vertical binding band to the anchor protrusion brick. It is an object of the present invention to provide a fastening structure for building exterior stone plate using an anchor protruding brick that can be firmly fastened to the stone plate to be prevented, thereby preventing any defects that may occur.
본 발명은 상술한 목적 달성을 위해, 본 발명은, 기초 콘크리트의 상부에 다층으로 벽돌이 접촉 몰탈로 적층되며, 벽돌의 전방에 석재판을 체결하는 벽돌 벽체에 있어서, 상기 벽돌 벽체에는 가로 및 세로 방향으로 내부에 앵커 볼트의 절곡부를 위치시킨 앵커 돌출형 벽돌을 비빔 콘크리트로 제작하여 볼트부에 결합되는 패스너에 의해 석재판이 견고하게 지지되는 한편, 상기 앵커 돌출형 벽돌은 외부로 노출된 앵커 볼트의 볼트부에 패스너가 너트로 체결되고, 상기 앵커 돌출형 벽돌은 수직 및 수평 방향으로 형성된 수직홀과 수평홀에 각각 수직 결속대와 결속봉이 결합되며, 상기 앵커 볼트는 일측에 볼트부가 형성되고, 그 볼트부에 일체로 절곡된 절곡부가 형성된 부재로, 앵커 돌출형 벽돌에 절곡부가 위치되며, 상기 패스너는 수직판부의 일측 하부 측면에 수평판부가 일체로 형성되고, 그 수직판부의 측면에 요철부가 돌출되게 형성되며, 수직판부와 수평판부에 각각 관통홀이 형성되어 너트와 나사못이 결합되며, 상기 앵커 돌출형 벽돌에는 수직홀에 결합되는 수직 결속대는, 원형봉의 중앙에 원형판부가 형성되며, 상기 앵커 돌출형 벽돌에는 수평홀에 원형봉으로 제작된 결속봉이 체결되며, 또한 상기 앵커 돌출형 벽돌의 측면에 안착되는 벽돌에는 결속봉과 수직 결속대가 삽입설치되도록 관통홀이 형성되어 패스너의 전방으로 결합되는 석재판을 견고하게 지지시키는 것을 특징으로 하는 앵커 돌출형 벽돌을 이용한 건축 외장 석재판 체결 구조를 제공한다.The present invention to achieve the above object, the present invention, the brick is laminated in a multi-layer on the upper part of the foundation concrete as a mortar, the brick wall fastening the stone plate in front of the brick, the brick wall in the horizontal and vertical While the anchor protrusion brick having the bent portion of the anchor bolt positioned therein in the direction is made of non-beam concrete, the stone plate is firmly supported by the fastener coupled to the bolt portion, while the anchor protrusion brick is formed of the anchor bolt exposed to the outside. A fastener is fastened to a bolt part by a nut, and the anchor protrusion brick has a vertical binding band and a binding rod coupled to vertical and horizontal holes formed in vertical and horizontal directions, respectively, and the anchor bolt has a bolt part formed at one side thereof. A member having a bent portion bent integrally with the bolt portion, the bent portion is located in the anchor protruding brick, the fastener is one side of the vertical plate portion The horizontal plate portion is integrally formed on the side surface, and the uneven portion is formed to protrude from the side of the vertical plate portion, and through holes are formed in the vertical plate portion and the horizontal plate portion, respectively, and nuts and screws are coupled to each other. The vertical binding band coupled to the hole has a circular plate portion formed at the center of the circular rod, and the anchoring protrusion brick is fastened to a binding rod made of a circular rod in a horizontal hole, and bound to a brick seated on the side of the anchor protrusion brick. The through-hole is formed so that the rod and the vertical binding band is inserted to provide a building exterior stone plate fastening structure using an anchor protruding brick, characterized in that it firmly supports the stone plate coupled to the front of the fastener.
이하, 첨부 도면을 참조하여 본 발명의 구성을 설명한다.EMBODIMENT OF THE INVENTION Hereinafter, the structure of this invention is demonstrated with reference to an accompanying drawing.
도 1은 본 발명의 앵커 돌출형 벽돌의 사용 상태를 나타내는 도면이고, 도 2는 본 발명의 앵커 돌출형 벽돌의 결합 상태의 도면이며, 도 3은 본 발명의 앵커 돌출형 벽돌의 사용 상태른 나타내는 도면이다.1 is a view showing a state of use of the anchor protruding brick of the present invention, FIG. 2 is a view of a combined state of the anchor protruding brick of the present invention, Figure 3 is a view showing the state of use of the anchor protruding brick of the present invention Drawing.
기초 콘크리트(70)에는 상부에 다층으로 접촉 몰탈(90)을 매개로 벽돌(80)이 적층되는 벽돌 벽체가 형성되며, 상기 벽돌(80)이 적층되는 사이마다 가로 및 세로 방향에 벽돌 2장이 접촉 몰탈로 결합되는 크기, 즉 도 3과 같은 크기로 앵커 돌출형 벽돌(150)을 설치하게 된다.In the base concrete 70, a brick wall in which bricks 80 are stacked is formed in a multi-layered structure on top of the contact mortar 90, and two bricks are in contact with each other in the horizontal and vertical directions between the bricks 80. The anchor protruding brick 150 is installed to a size that is coupled to mortar, that is, as shown in FIG. 3.
상기 앵커 돌출형 벽돌(150)은, 비빔 콘크리트(C)를 이용하여 내부에 앵커 볼트(100)를 삽입시켜 제작하는 한편, 상기 앵커 돌출형 벽돌(150)에는 수직 및 수평 방향으로 수직홀(152)과 수평홀(154)이 형성된다.The anchor protruding brick 150 is manufactured by inserting the anchor bolt 100 into the inside using the non-beam concrete (C), while the anchor protruding brick 150 has vertical holes 152 in the vertical and horizontal directions. ) And the horizontal hole 154 is formed.
상기 앵커 볼트(100)는, 일측에 볼트부(110)가 형성되고, 그 볼트부(110)에 연장되어 절곡되도록 절곡부(120)가 형성되며, 상기 앵커 볼트(100)는 비빔 콘크리트(C)를 이용하여 앵커 돌출형 벽돌(150)을 제작시 비빔 콘크리트(C)의 내부에 절곡부(120)가 고정되고 볼트부(110)가 외부로 노출되도록 형성된다.The anchor bolt 100, the bolt portion 110 is formed on one side, the bent portion 120 is formed to be bent to extend to the bolt portion 110, the anchor bolt 100 is bibim concrete (C When manufacturing the anchor protruding brick 150 by using a bent portion 120 is fixed to the inside of the non-beam concrete (C) is formed so that the bolt portion 110 is exposed to the outside.
상기 앵커 돌출형 벽돌(150)에는 볼트부(110)에 패스너(200)가 결합되는 한편, 상기 패스너(200)는 수직판부(210)의 일측 하부 측면으로 수평판부(220)가 절곡되는 일체형 부재로, 상기 패스너(200)는 볼트부(110)에 너트(270)로 체결되고, 수평 판부(220)의 상부에 석재판이 안착되게 된다.A fastener 200 is coupled to the bolt part 110 in the anchor protruding brick 150, while the fastener 200 is an integral member in which the horizontal plate part 220 is bent to one side lower side of the vertical plate part 210. The fastener 200 is fastened by a nut 270 to the bolt part 110, and the stone plate is seated on the upper portion of the horizontal plate part 220.
삭제delete
상기 패스너(200)는, ㅓ자형 형태로, 수직판부(210)에 측면 전체면으로 요철부(212)가 형성되고 수직판부(210)의 측면에 돌출되는 수평 판부(220)를 사이에 두고 상,하부에 각각 관통홀(214)(216)이 형성되며, 수평 판부(220)에 다른 관통홀(224)이 형성된다.The fastener 200 has a U-shaped shape, and has an uneven portion 212 formed on an entire surface of the vertical plate portion 210 with a horizontal plate portion 220 protruding from the side of the vertical plate portion 210. Through holes 214 and 216 are formed in the lower portion, and other through holes 224 are formed in the horizontal plate portion 220.
상기 앵커 돌출형 벽돌(150)에는 수직홀(152)과 수평홀(154)에 각각 수직 결속대(400)와 결속봉(300)이 결합되는 한편, 상기 결속봉(300)은 원형봉으로 형성되고, 상기 수직 결속대(400)는 원형봉(410)의 길이방향 중앙에 원형 판부(420)가 플랜지 형태로 형성된다.The anchor protrusion brick 150 has a vertical binding band 400 and a binding rod 300 coupled to the vertical hole 152 and the horizontal hole 154, respectively, while the binding rod 300 is formed as a circular rod. The vertical binding zone 400 has a circular plate portion 420 in the longitudinal center of the circular bar 410 in the form of a flange.
상기 앵커 돌출형 벽돌(150)에는 결속봉(300)과 수직 결속대(400)가 삽입된 측면에 다른 벽돌(80)이 위치되어 결합된다.The anchor protruding brick 150 is coupled to the other brick 80 is located on the side in which the binding rod 300 and the vertical binding band 400 is inserted.
즉, 벽돌(80)에는 결속봉(300)과 수직 결속대(400)가 돌출된 대향면으로 관통홀이 형성되어 앵커 돌출형 벽돌(150)과 결합되게 된다.That is, through-holes are formed on the opposite surface from which the binding rod 300 and the vertical binding zone 400 protrude from the brick 80 to be coupled to the anchor protruding brick 150.
상술한 구성에서 알 수 있듯이, 상기 앵커 돌출형 벽돌(150)에는, 전방의 볼트부(110)에 관통홀(214)이 관통되어 너트(270)에 의해 패스너(200)가 결합되고, 상기 패스너(200)의 수평판부(220)의 상부에 석재판이 안착되어 지지되며, 또한 상기 앵커 돌출형 벽돌(150)에는 길이방향의 상부 및 높이방향의 측면 중앙에 각각 수직홀(152)과 수평홀(154)이 형성되는 바, 측면에 위치되는 벽돌(80)에도 동일한 위치에 관통홀이 형성되어 견고한 지지 구조를 구성하게 된다.As can be seen in the above configuration, the anchor protrusion brick 150, the through-hole 214 penetrates through the bolt portion 110 in front of the fastener 200 is coupled by a nut 270, the fastener The stone plate is seated and supported on the upper portion of the horizontal plate portion 220 of the 200, and the anchor protrusion brick 150 has a vertical hole 152 and a horizontal hole in the center of the upper side in the longitudinal direction and the height direction, respectively 154 is formed, the through hole is formed in the same position in the brick 80 is located on the side to form a rigid support structure.
이하, 상술한 구성에 따른 본 발명의 효과를 설명하기로 한다.Hereinafter, the effect of the present invention according to the above-described configuration will be described.
본 발명의 석재판 체결 구조는, 앵커 돌출형 벽돌에는 앵커 볼트가 위치된 상태에서 벽돌이 제작되고, 결속봉과 수직 결속대를 앵커 돌출형 벽돌에 체결되며, 측면의 벽돌과 앵커 돌출형 벽돌이 체결되는 바, 석재판을 설치하는 경우에도 앵커 볼트가 이탈될 염려가 없고, 벽돌의 파손을 최소화할 수 있도록 하는 효과를 갖는다.In the stone plate fastening structure of the present invention, the brick is produced in the anchor bolt-shaped anchor bolt position, the binding rod and the vertical tie is fastened to the anchor protrusion brick, the side of the brick and the anchor protrusion brick is fastened When the bar is installed, there is no fear that the anchor bolt is separated, and has the effect of minimizing the breakage of the brick.
도 1은 본 발명의 앵커 돌출형 벽돌의 사용 상태를 나타내는 도면.1 is a view showing a state of use of the anchor protrusion brick of the present invention.
도 2는 본 발명의 앵커 돌출형 벽돌의 결합 상태의 도면.Figure 2 is a view of the combined state of the anchor protrusion brick of the present invention.
도 3은 본 발명의 앵커 돌출형 벽돌의 사용 상태른 나타내는 도면.3 is a view showing a state of use of the anchor protrusion brick of the present invention.
< 도면의 주요 부분에 대한 부호의 설명 ><Description of Symbols for Main Parts of Drawings>
70: 기초 콘크리트 80: 벽돌70: foundation concrete 80: brick
90: 접착 몰탈 100: 앵커 볼트90: adhesive mortar 100: anchor bolt
150: 앵커 돌출형 벽돌 200: 패스너150: anchor protrusion brick 200: fastener
300: 결속봉 400: 수직 결속대300: binding rod 400: vertical binding band
C : 콘크리트C: concrete
Claims (1)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| KR1020050006728A KR100504232B1 (en) | 2005-01-25 | 2005-01-25 | Stone panel connect structure of building using anchor projecting part brick |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| KR1020050006728A KR100504232B1 (en) | 2005-01-25 | 2005-01-25 | Stone panel connect structure of building using anchor projecting part brick |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| KR100504232B1 true KR100504232B1 (en) | 2005-07-27 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| KR1020050006728A Expired - Fee Related KR100504232B1 (en) | 2005-01-25 | 2005-01-25 | Stone panel connect structure of building using anchor projecting part brick |
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| Country | Link |
|---|---|
| KR (1) | KR100504232B1 (en) |
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2005
- 2005-01-25 KR KR1020050006728A patent/KR100504232B1/en not_active Expired - Fee Related
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