KR970015966A - Prefabricated method of steel truss for dry masonry - Google Patents
Prefabricated method of steel truss for dry masonry Download PDFInfo
- Publication number
- KR970015966A KR970015966A KR1019970002297A KR19970002297A KR970015966A KR 970015966 A KR970015966 A KR 970015966A KR 1019970002297 A KR1019970002297 A KR 1019970002297A KR 19970002297 A KR19970002297 A KR 19970002297A KR 970015966 A KR970015966 A KR 970015966A
- Authority
- KR
- South Korea
- Prior art keywords
- steel truss
- steel
- dry masonry
- construction
- main purpose
- Prior art date
Links
Classifications
-
- 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
- E04B2/88—Curtain walls
- E04B2/90—Curtain walls comprising panels directly attached to the structure
-
- 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
- E04B1/64—Insulation or other protection; Elements or use of specified material therefor for making damp-proof; Protection against corrosion
- E04B1/642—Protecting metallic construction elements against corrosion
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Load-Bearing And Curtain Walls (AREA)
- Working Measures On Existing Buildindgs (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
본 발명은 건식 석공사용 철재 트러스 공사의 새로운 공법에 관한 것으로 발명의 주된 목적은 철재 트러스의 최대 약점인 철재 구조물의 부식으로 인한 석재판의 추락으로 발생하는 안전사고를 항구적으로 예방하고 아울러 건축물의 수명을 최대한 연장시키는데 주된 목적이 있다.The present invention relates to a new construction method of steel truss construction for dry masonry, the main purpose of the invention is to permanently prevent safety accidents caused by the fall of the stone plate due to corrosion of the steel structure, which is the biggest weakness of the steel truss and at the same time The main purpose is to extend the
이를 실현하기 위하여 본 발명은 기준 공법으로는 불가피한 현강 용접 공정을 일체 없애고 모든 각개 부재를 용융 아연도금을 한 후 수직 부재와 수평 부재의 모든 접합을 볼트만을 이용하여 조립식으로 시공하는 공법이다.In order to realize this, the present invention is a method of prefabricated construction by using only bolts after removing all the members of the steel welding process, which is unavoidable as the standard method, by hot-dip galvanizing all the individual members.
Description
본 내용은 요부공개 건이므로 전문내용을 수록하지 않았음Since this is an open matter, no full text was included.
제1도는 기존 공법에서 수직재와 수평재의 접합방법.1 is a method of joining a vertical member and a horizontal member in the existing construction method.
제2도는 수직재와 수평재의 볼트 접합 조립도(1예).2 is a bolt joint assembly diagram of a vertical member and a horizontal member (one example).
제3도는 수직재와 수평재의 볼트 접합 조립도(2예).3 is a bolt joint assembly diagram of a vertical member and a horizontal member (two examples).
제4도는 수직재와 수평재의 볼트 접합 조립도(3예).4 is a bolt joint assembly diagram of the vertical and horizontal members (three examples).
제5도는 수직재와 수평재의 볼트 접합 조립도(4예).5 is a bolt joint assembly diagram of the vertical and horizontal members (four examples).
제6도는 수직재와 수평재의 볼트 접합 조립도(5예).6 is a bolt joint assembly diagram of the vertical member and the horizontal member (5 examples).
제7도는 수직재와 수평재의 볼트 접합 측면도(5예).7 is a side view of the bolt joint of the vertical member and the horizontal member (5 examples).
제8도는 수직재와 수평재의 6도의 볼트 접합 평면도(5예).Fig. 8 is a plan view of five bolt joints of vertical and horizontal members (five examples).
Claims (1)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
KR1019970002297A KR100227574B1 (en) | 1997-01-28 | 1997-01-28 | Steel frame for stone-layered curtain wall and its constructure method |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
KR1019970002297A KR100227574B1 (en) | 1997-01-28 | 1997-01-28 | Steel frame for stone-layered curtain wall and its constructure method |
Publications (2)
Publication Number | Publication Date |
---|---|
KR970015966A true KR970015966A (en) | 1997-04-28 |
KR100227574B1 KR100227574B1 (en) | 1999-11-01 |
Family
ID=19495616
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
KR1019970002297A KR100227574B1 (en) | 1997-01-28 | 1997-01-28 | Steel frame for stone-layered curtain wall and its constructure method |
Country Status (1)
Country | Link |
---|---|
KR (1) | KR100227574B1 (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR100385798B1 (en) * | 2000-12-05 | 2003-06-02 | 정용주 | Assembly type steel frame for curtain wall and its construction method |
Family Cites Families (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP3000046B2 (en) * | 1991-07-23 | 2000-01-17 | 株式会社竹中工務店 | Connection of steel structure and its manufacturing method |
-
1997
- 1997-01-28 KR KR1019970002297A patent/KR100227574B1/en not_active IP Right Cessation
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR100385798B1 (en) * | 2000-12-05 | 2003-06-02 | 정용주 | Assembly type steel frame for curtain wall and its construction method |
Also Published As
Publication number | Publication date |
---|---|
KR100227574B1 (en) | 1999-11-01 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
MX9801625A (en) | Steel frame stress reduction connection. | |
FI960759A0 (en) | The composite frame of the building | |
KR970015966A (en) | Prefabricated method of steel truss for dry masonry | |
CN205804624U (en) | A kind of box joint for connecting precast concrete beam | |
IT1226774B (en) | KNOTS FOR SPACE FRAMES IN METAL CARPENTRY | |
CN205804623U (en) | A kind of I shape joint for connecting precast concrete beam | |
JPH02221535A (en) | Connecting structure for pillar and beam | |
JPH041339A (en) | Hinge structure of rc rahmen structure and its construction | |
JPH09177365A (en) | Mounting structure for steel plate damper in steel structure or steel encased reinforced concrete | |
CN208501887U (en) | A kind of steel construction connects node | |
DK0685018T3 (en) | Bridge construction | |
SU1221184A1 (en) | Unit joint of crane-runway girders with column | |
JP3511153B2 (en) | Joint structure of concrete filled beam | |
JPH022737Y2 (en) | ||
JPH11323839A (en) | Girder connecting method for suspended structure | |
KR100586256B1 (en) | Web Splice Plate of Steel Bridge | |
Gilmor | High-strength bolts in the Canadian context | |
KR960001731B1 (en) | Non-coping piers | |
Neergaard et al. | Use of T-Bulb in bridge construction | |
JPH04146343A (en) | Column/beam jointing construction | |
CA2232753A1 (en) | Bridge construction method and composite girder for use in same | |
KR20060022047A (en) | Slab bridge using section steel | |
JPH09184200A (en) | Joint construction between girder and beam, joint hardware and construction method for joint construction | |
Newell | Bridge structure | |
ATE203299T1 (en) | CONNECTION OF CONCRETE CONSTRUCTION ELEMENTS |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
A201 | Request for examination | ||
G15R | Request for early opening | ||
E902 | Notification of reason for refusal | ||
E601 | Decision to refuse application | ||
AMND | Amendment | ||
J201 | Request for trial against refusal decision | ||
B701 | Decision to grant | ||
GRNT | Written decision to grant | ||
FPAY | Annual fee payment |
Payment date: 20050805 Year of fee payment: 7 |
|
LAPS | Lapse due to unpaid annual fee |