WO2011102675A3 - Prestressing system using screw joining - Google Patents
Prestressing system using screw joining Download PDFInfo
- Publication number
- WO2011102675A3 WO2011102675A3 PCT/KR2011/001097 KR2011001097W WO2011102675A3 WO 2011102675 A3 WO2011102675 A3 WO 2011102675A3 KR 2011001097 W KR2011001097 W KR 2011001097W WO 2011102675 A3 WO2011102675 A3 WO 2011102675A3
- Authority
- WO
- WIPO (PCT)
- Prior art keywords
- members
- hinge
- screw
- protruded
- prestressing
- Prior art date
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D1/00—Bridges in general
- E01D1/005—Bowstring bridges
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/16—Auxiliary parts for reinforcements, e.g. connectors, spacers, stirrups
- E04C5/162—Connectors or means for connecting parts for reinforcements
- E04C5/163—Connectors or means for connecting parts for reinforcements the reinforcements running in one single direction
- E04C5/165—Coaxial connection by means of sleeves
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D19/00—Structural or constructional details of bridges
- E01D19/16—Suspension cables; Cable clamps for suspension cables ; Pre- or post-stressed cables
-
- 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
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/08—Members specially adapted to be used in prestressed 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
- E02D2600/20—Miscellaneous comprising details of connection between elements
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Mining & Mineral Resources (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Paleontology (AREA)
- General Engineering & Computer Science (AREA)
- Bridges Or Land Bridges (AREA)
- Rod-Shaped Construction Members (AREA)
Abstract
The present invention relates to a prestressing system using screw joining, comprising: a beam (100) installed in a structure in the direction of receiving a bending moment; fixing units (200), each of which having an end hinge portion (210), and which are formed at the respective both ends of the beam (100); a plurality of protruded members (300), each of which having a center hinge portion (310), and which is protruded outwardly from the beam (100); a plurality of hinge members (400), each of which having one end hinge-coupled to one side of the end hinge portion (210) and hinge-coupled to both sides of the center hinge portion (310); and a plurality of joint members (500) screw-joined to the other ends of the hinge members (400). The prestressing system of the present invention is installed in such a manner that the line formed by connecting the hinge members (400) and the joint members (500) is curved or bent to allow the middle portion of the connection to be protruded farthest from the beam (100), and prestressing force is applied to the beam (100) by the screw-joining of the joint members (500). The system of the present invention allows re-tensioning and re-utilization of components and enables tensioning operation and installation of ends of tensioning members to be easily performed.
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
KR10-2010-0014985 | 2010-02-19 | ||
KR1020100014985A KR100979717B1 (en) | 2010-02-19 | 2010-02-19 | Prestressing system using screw joint |
Publications (2)
Publication Number | Publication Date |
---|---|
WO2011102675A2 WO2011102675A2 (en) | 2011-08-25 |
WO2011102675A3 true WO2011102675A3 (en) | 2012-02-02 |
Family
ID=43009644
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
PCT/KR2011/001097 WO2011102675A2 (en) | 2010-02-19 | 2011-02-18 | Prestressing system using screw joining |
Country Status (2)
Country | Link |
---|---|
KR (1) | KR100979717B1 (en) |
WO (1) | WO2011102675A2 (en) |
Families Citing this family (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN105256814B (en) * | 2015-11-16 | 2017-08-25 | 戴向胜 | The uniform fish-bellied type equalizer bar of equilibrant force and its design method |
CN109083329A (en) * | 2018-09-29 | 2018-12-25 | 沈阳建筑大学 | The application method of recyclable delayed bonding prestressed tendon |
Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH0223036U (en) * | 1988-07-26 | 1990-02-15 | ||
JPH08144284A (en) * | 1994-11-17 | 1996-06-04 | Nishimatsu Constr Co Ltd | Landslide protection wall timbering |
KR100812722B1 (en) * | 2007-07-20 | 2008-03-12 | 한만엽 | Bracket and Support for Prestressed Scaffolding System |
Family Cites Families (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR100746593B1 (en) * | 2004-09-21 | 2007-08-06 | 보람컨설턴트(주) | Method for Supporting Temporary Retaining Wall Using Support-line and Pre-loading Strut |
-
2010
- 2010-02-19 KR KR1020100014985A patent/KR100979717B1/en not_active IP Right Cessation
-
2011
- 2011-02-18 WO PCT/KR2011/001097 patent/WO2011102675A2/en active Application Filing
Patent Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH0223036U (en) * | 1988-07-26 | 1990-02-15 | ||
JPH08144284A (en) * | 1994-11-17 | 1996-06-04 | Nishimatsu Constr Co Ltd | Landslide protection wall timbering |
KR100812722B1 (en) * | 2007-07-20 | 2008-03-12 | 한만엽 | Bracket and Support for Prestressed Scaffolding System |
Also Published As
Publication number | Publication date |
---|---|
KR100979717B1 (en) | 2010-09-02 |
WO2011102675A2 (en) | 2011-08-25 |
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