KR200284842Y1 - Truss - tie - Google Patents
Truss - tie Download PDFInfo
- Publication number
- KR200284842Y1 KR200284842Y1 KR2020020002502U KR20020002502U KR200284842Y1 KR 200284842 Y1 KR200284842 Y1 KR 200284842Y1 KR 2020020002502 U KR2020020002502 U KR 2020020002502U KR 20020002502 U KR20020002502 U KR 20020002502U KR 200284842 Y1 KR200284842 Y1 KR 200284842Y1
- Authority
- KR
- South Korea
- Prior art keywords
- truss
- tie
- present
- bearing wall
- roof
- Prior art date
Links
Landscapes
- Joining Of Building Structures In Genera (AREA)
Abstract
본 고안은 스틸하우스의 구조용 부재인 트러스(1)와 내력벽을 연결하는 접합 철물이다.The present invention is a joining hardware connecting the truss 1 and the bearing wall, which are structural members of the steel house.
본 고안은 건물의 뼈대를 철강재(steel)로 세운 스틸하우스 부재에 관한 것으로, 외벽(내력벽)과 지붕 트러스(3)를 결속하기 위한 것이다.The present invention relates to a steel house member in which the skeleton of a building is made of steel, and is for binding the outer wall (bearing wall) and the roof truss (3).
스틸하우스는 경량자재로 만들어진 건식공법으로, 풍압내력이 없어, 트러스 타이(5)로 지붕트러스(3)와 내력벽을 연결하여 태풍이나 지진에 의한 지붕의 탈락현상을 방지한다.Steel house is a dry method made of lightweight materials, there is no wind pressure resistance, the truss tie (5) to connect the roof truss (3) and the bearing wall to prevent the fall of the roof due to typhoons or earthquakes.
Description
기존의 트러스(3)와 내력벽의 결속은 생략하거나, 트러스 하현재(3)와 트랙(2)을 스크류로 결속하였다. 이러한 방법은 결속력이 떨어진다.Binding of the existing truss 3 and the bearing wall is omitted, or the truss lower chord 3 and the track 2 are bound with screws. This method lacks cohesion.
또 다른 방법으로는 목조주택용 타이를 사용하였으나, 스틸하우스의 특성상 적합하지 못하였다.Another method was to use wooden house ties, but it was not suitable for the steel house.
본 고안의 목적은 내력벽, 스터드(1), 트랙(2), 트러스 하현재(3)를 냄비머리 스크류로(6) 결속하므로 결속력이 뛰어나며, 정밀한 시공으로 견고함을 갖는다. 특히, 지붕(트러스)과 벽체(내력벽, 스터드)를 긴결하여 태풍이나 지진에 의한 지붕의 탈락현상을 방지한다.The purpose of the present invention is to bind the bearing wall, the stud (1), the track (2), the truss lower chord (3) with a pan head screw (6), the binding force is excellent, and has a solid construction with precise construction. In particular, the roof (truss) and the wall (bearing wall, stud) is connected to prevent the fall of the roof due to typhoons and earthquakes.
도 1은 본 고안인 트러스 타이의 사시도 및 접합나사1 is a perspective view and a joint screw of the truss tie of the present invention
도 2은 본 고안의 상세도2 is a detailed view of the present invention
도 3은 고안한 제품을 적용한 모습3 is a view of applying the devised product
<도면의 주요부분에 대한 부호의 설명 ><Description of the code for the main part of the drawing>
(1.)스터드 (2.)트랙(1.) Stud (2.) Track
(3.)트러스 하현재 (4.)트러스 상현재(3.) Truss top chord (4.) Truss top chord
(5.)트러스 타이 (6.)냄비머리 스크류(5.) Truss tie (6.) Pan head screw
(7.)트러스 스테프너(7.) Truss stepper
본 고안은 간단하게 트러스하현재(3) 트랙(2) 스터드(1)를 냄비머리스크류(6)로 접합한다.The present invention simply joins the truss chord (3) track (2) stud (1) with a pan head screw (6).
이하 본 고안의 구성과 바람직한 실시예를 첨부한 도면에 의거하여, 설명하면 다음과 같다.Hereinafter, with reference to the accompanying drawings, the configuration and the preferred embodiment of the present invention as follows.
도 1은 본 고안인 트러스타이(5)의 사시도 및 냄비머리 스크류(6)를 그린 것이다.1 shows a perspective view of the truss tie 5 and the pan head screw 6 of the present invention.
트러스 타이 a부분은 트러스 하현재의 웹부분에 b부분은 트러스 하현재의 플랜지에 c부분은 트랙의 플랜지부분에 냄비머리 스크류로 접합한다.Part a of the truss tie is joined to the web part of the truss lower chord, part b to the flange of the truss lower chord and part c to the flange part of the track with a pan head screw.
도 2는 본고안인 트러스타이(5)의 상세도로서 가로 107.5 세로 107.5의 아연도 강판(KSD3854) 두께 1.2로 만든다.2 is a detailed view of the truss tie 5 of the present invention, and is made of a galvanized steel sheet (KSD3854) thickness 1.2 having a width of 107.5 and a length of 107.5.
a부분과 b부분은 90도 각도로 접은 것이고, a,b,c 부분의 Ø3.5mm 구멍은 Ø11mm(#10)의 냄비머리 스크류를 접합하기 위해 타공해 놓은 것이다.The a and b sections are folded at an angle of 90 degrees, and the Ø3.5 mm holes in the a, b and c sections are perforated to join the Ø11 mm (# 10) pan head screws.
d 부분은 강도 강화를 위해 벤딩기로 절곡하여 앰보싱 처리한 것이다.The part d is bent and embossed with a bending machine to enhance strength.
도 3은 본 고안인 트러스 타이를 적용한 예이다.3 is an example of applying the truss tie of the present invention.
이상에서와 같이 본 고안에 의하면, 내력벽의 스터드와 지붕의 스터드를 연결함으로서 지붕이 탈락되는 것을 방지할수 있어 지진, 태풍에 강하다As described above, according to the present invention, by connecting the studs of the bearing wall and the studs of the roof, the roof can be prevented from falling off, which is strong against earthquakes and typhoons.
Claims (1)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
KR2020020002502U KR200284842Y1 (en) | 2002-01-25 | 2002-01-25 | Truss - tie |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
KR2020020002502U KR200284842Y1 (en) | 2002-01-25 | 2002-01-25 | Truss - tie |
Publications (1)
Publication Number | Publication Date |
---|---|
KR200284842Y1 true KR200284842Y1 (en) | 2002-08-10 |
Family
ID=73116786
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
KR2020020002502U KR200284842Y1 (en) | 2002-01-25 | 2002-01-25 | Truss - tie |
Country Status (1)
Country | Link |
---|---|
KR (1) | KR200284842Y1 (en) |
-
2002
- 2002-01-25 KR KR2020020002502U patent/KR200284842Y1/en not_active IP Right Cessation
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CA2719864C (en) | Four-way radial connector | |
US6131362A (en) | Sheet metal beam | |
US7409804B2 (en) | Roof truss | |
EP1760212B1 (en) | Skewed girder tie | |
US8176689B1 (en) | Retrofit hurricane-earthquake clips | |
CA2439951A1 (en) | Steel stud and composite construction panel | |
CN111101618A (en) | Multilayer wall system | |
US20090301026A1 (en) | Method and apparatus for connecting perpendicularly oriented structural building members | |
KR200284842Y1 (en) | Truss - tie | |
JP4614151B1 (en) | Wooden truss beam structure | |
US6047504A (en) | Connector plate for lumber | |
US7607272B1 (en) | Drywall expansion joint | |
KR200356609Y1 (en) | Roof truss member for steel house | |
EP2261434B1 (en) | Roof rafter | |
JP4352582B2 (en) | Steel truss joint structure | |
US4288961A (en) | Rigid steel brace for offset trusses | |
JP4010634B2 (en) | Ceiling edge configuration member, ceiling edge structure and method of assembling the ceiling edge | |
JP3670651B2 (en) | Joining structure of wooden buildings | |
KR102665079B1 (en) | Zinc Panel for finishing work of wall or roof | |
US20070068091A1 (en) | Connector for modular building system | |
JP3676587B2 (en) | Building roof structure | |
AU2012101413A4 (en) | Coupling of battens in a roof structure | |
JP3067495U (en) | Reinforcing metal fittings for wooden buildings | |
JP2003343018A (en) | Connection structure of ligneous structural material and connecting metallic fitting | |
KR20240039540A (en) | pipe web truss |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
REGI | Registration of establishment | ||
LAPS | Lapse due to unpaid annual fee |