KR960001027Y1 - Anchors - Google Patents
Anchors Download PDFInfo
- Publication number
- KR960001027Y1 KR960001027Y1 KR2019890014435U KR890014435U KR960001027Y1 KR 960001027 Y1 KR960001027 Y1 KR 960001027Y1 KR 2019890014435 U KR2019890014435 U KR 2019890014435U KR 890014435 U KR890014435 U KR 890014435U KR 960001027 Y1 KR960001027 Y1 KR 960001027Y1
- Authority
- KR
- South Korea
- Prior art keywords
- plate
- building
- hole
- anchor bolt
- horizontal
- Prior art date
Links
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
- E04F13/0853—Separate fastening elements without load-supporting elongated furring elements between wall and covering elements adjustable perpendicular to the wall
- E04F13/0855—Separate fastening elements without load-supporting elongated furring elements between wall and covering elements adjustable perpendicular to the wall adjustable in several directions, one of which is perpendicular 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
- E04F13/0801—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
- E04F13/085—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 with means piercing the side faces of the covering elements
-
- 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)
- Finishing Walls (AREA)
Abstract
내용 없음.No content.
Description
제 1 도는 종래의 내외장판재 시공 구조물에 대한 분해사시도1 is an exploded perspective view of a conventional internal and external plate construction structure
제 2 도는 제 1 도를 건축 내외장판재에 적용시킨 예시도FIG. 2 is an exemplary view of applying FIG. 1 to interior and exterior panels
제 3 도는 본 고안의 시공 구조물 구성도3 is a block diagram of the construction structure of the present invention
제 4 도는 제 3 도의 적용 단면도4 is a cross-sectional view of the application of FIG.
제 5 도는 제 4 도와 다른 적용 실시예이다.5 is a fourth embodiment and another application embodiment.
* 도면의 주요부분에 대한 부호의 설명* Explanation of symbols for main parts of the drawings
1 : 건물벽 2 : 앵커보울트1: building wall 2: anchor bolt
3 : 수직관통호울 3' : 수직면3: vertical through hole 3 ': vertical surface
3" : 판재지지 수직면 4 : 받침대3 ": plate support vertical surface 4: stand
5 : 장공 6 : 평행판5: long hole 6: parallel plate
7 : 수평관통호울 7" : 판재지지 수평면7: horizontal through hole 7 ": plate support horizontal
8 : 연결핀 9 : 건축 내외장판재8: connecting pin 9: building interior and exterior board
10 : 연결핀 삽입홈10: connecting pin insertion groove
본 고안은 건축 내외장판재인 석재류, 인조 대리석류, 결정화 유리류 등의 대형건축판재시공에 사용되는 시공 구조물에 관한 것이다.The present invention relates to a construction structure used in the construction of large-scale building boards, such as stone, artificial marble, crystallized glass, such as interior and exterior panels.
대형건물의 내외장시공에 있어서는 벽돌과 같은 단순한 재료를 벗어나 석재나결정화 유리 등의 건축 내외장판재를 많이 이용하고 있는 바, 이러한 건축 내외장판재를 벽골조 등에 붙이는 시공법으로는 습식법이나 보울트(앵커)를 이용한 앵커 긴결시공법이 주로 채택되고 있으며, 이중에서 습식법이 일반화된 시공법이었으나 공사기간, 자재비 및 인건비의 절감을 위해 앵커긴결공법이 주로 사용되고 있다.In the interior and exterior construction of large buildings, many interior and exterior building materials such as stone and crystallized glass are used instead of simple materials such as bricks.As a method of attaching the interior and exterior building materials to wall frames, etc. Anchor shortening construction method using) is mainly adopted, and wet method is the general construction method among these, but anchor anchoring method is mainly used to reduce construction period, material cost and labor cost.
이러한 앵커긴결공법은, 제 1 도 및 제 2 도에서와 같이 콘트리트기초벽(1)에 구멍을 뚫고 여기에 앵커보울트(2)를 박아 넣은 후 이 앵커보울트에 받침대(4)를 설치하고, 이 받침대(4)에 지지판(4')을 겹쳐 보울트(8')로서 결합시킨 후 연결핀(8)을 끼워 건축 내외장판재(9)를 시공하는 방법이다.In this anchor tightening method, as shown in Figs. 1 and 2, a hole is formed in the concrete foundation wall 1, the anchor bolt 2 is driven therein, and a pedestal 4 is installed on the anchor bolt. It is a method of constructing the building interior and exterior plate material 9 by sandwiching the supporting plate 4 'on the pedestal 4 and engaging it as a bolt 8' and then inserting the connecting pin 8.
그런데, 상기한 앵커긴결공법은 판재의 연결 철물부품이 많이 소요되고, 부품의 크기를 최소화 시켜도 건물 내벽이나 외벽기초와 건축판재 사이 공간이 65 ~ 100mm 정도의 간격을 요하므로 건물의 실제 사용면적이 협소해질 뿐만 아니라 자재비용이 상승하고 그만큼 공사기간도 연장되는 폐단이 있었다.By the way, the above-mentioned anchor tightening method takes a lot of connecting hardware parts of the plate, and even if the size of the part is minimized, the space between the inner wall of the building or the outer wall base and the building plate requires 65 ~ 100mm, so the actual use area of the building Not only was it narrow, but the cost of materials increased and the construction period was extended.
이에 본 고안에서는 앵글과 지지판재를 일체로 형성시켜 부품수를 줄이되, 건축기초벽과 판재 사이의 공간을 협소화시키고, 따라서 시공기간과 자재비 및 인건비의 절감효과는 물론 건물내의 실용적을 확보토록 한 것이다.Therefore, the present invention reduces the number of parts by integrally forming the angle and the support plate, narrowing the space between the building base wall and the plate, thereby reducing the construction period, material cost and labor costs, as well as ensuring practical use in the building. .
이하, 첨부도면을 본 고안의 1 실시예로 하여 상술한다.Hereinafter, the accompanying drawings will be described in detail as an embodiment of the present invention.
본 고안은 건물벽(1)에 박혀지는 앵커보울트(2)와 이 앵커보울트(2)에 수직관통호울(3)이 끼워지며자형 단면을 이루는 받침대(4)와, 상기 받침대(4)와 건물벽(1) 사이에 밀착설치되며 장공(5)이 형성된 평행판(6) 및 상기 받침대(4)의 외측 끝단에 형성된 수평관통호울(7)에 끼워지는 연결핀(8)으로 구성되는 건축 내외장판재의 시공 구조물이다.In the present invention, the anchor bolt (2) embedded in the building wall (1) and the vertical through hole (3) is fitted to the anchor bolt (2) A pedestal 4 forming a cross section, a parallel plate 6 provided between the pedestal 4 and the building wall 1 and having a long hole 5 formed therein, and a horizontal penetration formed at an outer end of the pedestal 4. It is a construction structure of building interior and exterior plate material consisting of a connecting pin (8) fitted to the hole (7).
도면중 미설명부호 9는 건축 내외장판재, 10은 연결핀 삽입홈이다.In the drawings, reference numeral 9 denotes a building interior and exterior board member, and 10 a connection pin insertion groove.
위의 구성에 따라, 먼저 앵커보울트(2)를 구멍낸 건물벽(1)에 종래의 방식대로 박아 넣는다. 보울트부분의 삽입에 따라 앵커부분이 확장된 채 건물벽(1) 구멍에 고정설치되는 앵커보울트(2)에 평행판(6)을 장공(5) 부분이 끼워지도록 하여 건물벽에 밀착시켜서, 벽이 고르지 않더라도 받침대(4) 설치가 용이하도록 하고, 상기 평행판(6)에 접촉되도록 받침대(4)의 수직관통호울(3)을 앵커보울트(2)에 끼워 맞춘 후 앵커보울트(2)의 너트(2')로 체결한다.According to the above configuration, first, the anchor bolt 2 is driven in the conventional manner in the building wall 1 having the hole. The parallel plate 6 is inserted into the anchor bolt 2 that is fixed to the hole of the building wall 1 with the anchor portion extended according to the insertion of the bolt portion so that the long hole 5 part is fitted to the wall. Even if it is uneven, the base 4 can be easily installed, and the vertical through hole 3 of the base 4 is fitted to the anchor bolt 2 so as to contact the parallel plate 6, and then the nut of the anchor bolt 2 is fixed. Tighten with 2 '.
이후, 상기 건물벽(1)에 앵커보울트(2)로 고정된 받침대(4)의 외측 끝단부에 형성한 수평관통호울(7) 주위로 건축 내외장판재(9)가 위치 하도록 하여, 받침대(4)로 하여금 판재(9)를 떠받치는 힘을 부여토록 하고, 연결핀(8)을 판재의 연결핀 삽입홈(10)에 삽입시켜 판재(9)의 수직설치가 완료되도록 하여 상하로 설치된 판재(9)를 수직, 수평상태로 잡아주고 받침대(4)에 연결시키는 한편, 시공작업은 하부에서 상부로의 판재 부착설치작업을 수행해 나간다.Thereafter, the building interior and exterior sheet material 9 is positioned around the horizontal through hole 7 formed at the outer end portion of the pedestal 4 fixed to the building wall 1 with the anchor bolt 2. 4) to give the force to hold the plate (9), insert the connecting pin (8) into the connecting pin insertion groove 10 of the plate to complete the vertical installation of the plate (9) plate installed vertically (9) is held vertically and horizontally and connected to the pedestal (4), while the construction work is carried out to install the plate attachment from the bottom to the top.
여기서, 받침대(4)는 수직관통호울(3)이 형성된 수직면(3')과, 이 수직면(3')에 평행한 판재지지 수직면(3") 및 끝단부에 수평관통호울(7)이 형성된 절곡수평면(7')과 이 수평면(7')에 평행판 관재지지수수평면(7")을 갖는형 단면을 이룸에 따라, 양 수직면(3', 3") 사이의 간극, 즉 지지수평면(7")의 길이를 소정의 길이(예컨대, 30 ~ 50mm)로 제작함에 따라 건축기초벽과 판재 사이의 공간을 가감할 수 있게 된다.Here, the pedestal 4 has a vertical surface (3 ') formed with a vertical through hole (3), a plate supporting vertical surface (3 ") parallel to the vertical surface (3') and a horizontal through hole (7) formed at the end It has a bending horizontal plane 7 'and a parallel plate tube support horizontal plane 7 "in this horizontal plane 7'. As the cross section is formed, the gap between the two vertical planes 3 'and 3 ", i.e., the length of the support horizontal plane 7" is made to a predetermined length (e.g. 30 to 50 mm), so that You can add or subtract space.
또한, 제 5 도와 같이 받침대(4)를 180°회전시킨 시공위치에서는 연결핀(8)으로 접합되는 양 판재(9)의 고정위치가 다소 낮아지므로 건축기초벽의 높이가 판재(9)의 규격치와 다소 다른 경우 또는 판재설치 위치를 변경시켜야 할 경우 이들의 조절도 가능한 잇점을 살릴 수도 있다.In addition, in the construction position where the pedestal 4 is rotated 180 ° as shown in FIG. 5, the fixing positions of the two plates 9 joined by the connecting pins 8 become slightly lower, so that the height of the foundation wall of the building is the standard value of the plates 9. If you need to change the installation position of the plate slightly differently or if you need to change the location can also take advantage of the adjustable.
상기한 구성과 작용에 따라 종래의 시공법에서와 같이 판재와 너트를 별도로 사용하므로서 야기되던 시공비, 자재비, 인건비의 상승요인이 제거되고, 따라서 작업시간의 단축도 꾀할 수 있는 효과를 얻을 수 있다.According to the above-described configuration and operation, the rise factor of construction cost, material cost, and labor cost caused by using plate and nut separately as in the conventional construction method is eliminated, thus reducing the work time.
특히, 건축기초벽과 건축판재의 공간이 의무적으로 65 ~ 100mm 정도 유지되어야 했던 시공구조물의 폐단을 일소시켜서 공기단축, 인건비절감 효과는 물론, 건물의 실용적을 증대시킬 수 있는 잇점도 부수효과로 얻을 수 있다.In particular, by eliminating the end of the construction structure where the space between the foundation wall and the building board must be kept obligatory 65 ~ 100mm, it can reduce the air, labor cost, and increase the practicality of the building as a side effect. Can be.
Claims (1)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| KR2019890014435U KR960001027Y1 (en) | 1989-10-04 | 1989-10-04 | Anchors |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| KR2019890014435U KR960001027Y1 (en) | 1989-10-04 | 1989-10-04 | Anchors |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| KR910007329U KR910007329U (en) | 1991-05-29 |
| KR960001027Y1 true KR960001027Y1 (en) | 1996-02-05 |
Family
ID=19290520
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| KR2019890014435U KR960001027Y1 (en) | 1989-10-04 | 1989-10-04 | Anchors |
Country Status (1)
| Country | Link |
|---|---|
| KR (1) | KR960001027Y1 (en) |
-
1989
- 1989-10-04 KR KR2019890014435U patent/KR960001027Y1/en not_active IP Right Cessation
Also Published As
| Publication number | Publication date |
|---|---|
| KR910007329U (en) | 1991-05-29 |
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