WO2011102676A3 - 긴장부재의 힌지결합을 이용한 프리스트레싱 시스템 - Google Patents
긴장부재의 힌지결합을 이용한 프리스트레싱 시스템 Download PDFInfo
- Publication number
- WO2011102676A3 WO2011102676A3 PCT/KR2011/001098 KR2011001098W WO2011102676A3 WO 2011102676 A3 WO2011102676 A3 WO 2011102676A3 KR 2011001098 W KR2011001098 W KR 2011001098W WO 2011102676 A3 WO2011102676 A3 WO 2011102676A3
- Authority
- WO
- WIPO (PCT)
- Prior art keywords
- tensioning
- members
- hinge portion
- coupling
- tensioning members
- Prior art date
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/12—Mounting of reinforcing inserts; Prestressing
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D17/00—Excavations; Bordering of excavations; Making embankments
- E02D17/02—Foundation pits
- E02D17/04—Bordering surfacing or stiffening the sides of foundation pits
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D17/00—Excavations; Bordering of excavations; Making embankments
- E02D17/06—Foundation trenches ditches or narrow shafts
- E02D17/08—Bordering or stiffening the sides of ditches trenches or narrow shafts for foundations
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2200/00—Geometrical or physical properties
- E02D2200/15—Geometrical or physical properties including at least a hinge
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2220/00—Temporary installations or constructions
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2250/00—Production methods
- E02D2250/0046—Production methods using prestressing techniques
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2600/00—Miscellaneous
- E02D2600/30—Miscellaneous comprising anchoring details
Landscapes
- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Architecture (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Paleontology (AREA)
- General Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Bridges Or Land Bridges (AREA)
- Rod-Shaped Construction Members (AREA)
Abstract
본 발명은 구조물에 대하여 휨모멘트를 받는 방향으로 설치되는 빔(100); 단부 힌지부(210)를 구비함과 아울러, 빔(100)의 양단에 형성된 고정부(200); 중앙부 힌지부(310)를 구비함과 아울러, 빔(100)으로부터 외측으로 돌출되도록 설치된 복수의 돌출부재(300); 단부 힌지부(210)와 중앙부 힌지부(310)의 사이, 또는 양측의 중앙부 힌지부(310) 사이에 양단이 힌지결합하는 긴장부재(400);를 포함하고, 돌출부재(300)는 빔(100)으로부터 중앙부 힌지부(310)가 돌출된 정도를 조절하기 위한 길이조절부(320)를 더 구비한 것을 특징으로 하는 긴장부재의 힌지결합을 이용한 프리스트레싱 시스템을 제시함으로써, 재긴장 및 재활용이 가능하고, 긴장재의 긴장 및 단부 정착작업이 용이하도록 한다.
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
KR1020100014988A KR100979718B1 (ko) | 2010-02-19 | 2010-02-19 | 긴장부재의 힌지결합을 이용한 프리스트레싱 시스템 |
KR10-2010-0014988 | 2010-02-19 |
Publications (2)
Publication Number | Publication Date |
---|---|
WO2011102676A2 WO2011102676A2 (ko) | 2011-08-25 |
WO2011102676A3 true WO2011102676A3 (ko) | 2012-01-12 |
Family
ID=43009645
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
PCT/KR2011/001098 WO2011102676A2 (ko) | 2010-02-19 | 2011-02-18 | 긴장부재의 힌지결합을 이용한 프리스트레싱 시스템 |
Country Status (2)
Country | Link |
---|---|
KR (1) | KR100979718B1 (ko) |
WO (1) | WO2011102676A2 (ko) |
Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS6319334A (ja) * | 1986-07-11 | 1988-01-27 | Shimizu Constr Co Ltd | 山止工法における腹起し方法 |
KR200376611Y1 (ko) * | 2004-12-01 | 2005-03-10 | 금오금속공업 주식회사 | 회전 브라켓을 가지는 토건용 유압랩 삽입 스크류잭 |
KR20060012677A (ko) * | 2006-01-23 | 2006-02-08 | 강신량 | 프리스트레스에 의한 흙막이 공법에 적용되는 띠장재 |
KR100711711B1 (ko) * | 2006-09-05 | 2007-04-25 | (주)써포텍 | 프리스트레스트 방식을 도입한 경량화 단일 띠장 |
Family Cites Families (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR100778137B1 (ko) * | 2002-11-02 | 2007-11-21 | 한만엽 | 프리스트레스트 수평보 구조체 및 이를 이용한 프리스트레스트 가시설 공법 |
KR100633795B1 (ko) | 2005-11-16 | 2006-10-16 | (주)써포텍 | 장지간 조립식 띠장의 정착장치 |
KR100812722B1 (ko) | 2007-07-20 | 2008-03-12 | 한만엽 | 프리스트레스트 띠장 구조체 및 이를 이용한프리스트레스트 가시설 공법 |
-
2010
- 2010-02-19 KR KR1020100014988A patent/KR100979718B1/ko not_active IP Right Cessation
-
2011
- 2011-02-18 WO PCT/KR2011/001098 patent/WO2011102676A2/ko active Application Filing
Patent Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS6319334A (ja) * | 1986-07-11 | 1988-01-27 | Shimizu Constr Co Ltd | 山止工法における腹起し方法 |
KR200376611Y1 (ko) * | 2004-12-01 | 2005-03-10 | 금오금속공업 주식회사 | 회전 브라켓을 가지는 토건용 유압랩 삽입 스크류잭 |
KR20060012677A (ko) * | 2006-01-23 | 2006-02-08 | 강신량 | 프리스트레스에 의한 흙막이 공법에 적용되는 띠장재 |
KR100711711B1 (ko) * | 2006-09-05 | 2007-04-25 | (주)써포텍 | 프리스트레스트 방식을 도입한 경량화 단일 띠장 |
Also Published As
Publication number | Publication date |
---|---|
KR100979718B1 (ko) | 2010-09-02 |
WO2011102676A2 (ko) | 2011-08-25 |
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