MY192865A - Pre-stressed concrete girder - Google Patents

Pre-stressed concrete girder

Info

Publication number
MY192865A
MY192865A MYPI2017704706A MYPI2017704706A MY192865A MY 192865 A MY192865 A MY 192865A MY PI2017704706 A MYPI2017704706 A MY PI2017704706A MY PI2017704706 A MYPI2017704706 A MY PI2017704706A MY 192865 A MY192865 A MY 192865A
Authority
MY
Malaysia
Prior art keywords
girder
segment member
tension
girder segment
post
Prior art date
Application number
MYPI2017704706A
Inventor
Yun Mook Lim
Eun Ho Lee
Original Assignee
Towoong Eng And Construction Co Ltd
Univ Yonsei Iacf
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Towoong Eng And Construction Co Ltd, Univ Yonsei Iacf filed Critical Towoong Eng And Construction Co Ltd
Publication of MY192865A publication Critical patent/MY192865A/en

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01DCONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D2/00Bridges characterised by the cross-section of their bearing spanning structure

Abstract

The present invention relates to a prestressed concrete girder which applies post-tension by arranging a second girder segment member(20) and a third girder segment member(30) on both ends of a first girder segment member(10) to which a pre-tension is applied, and then makes a post-tension steel wire member(40) penetrate through the second girder segment member(20), the first girder segment member(10), and the third girder segment member(30) in a longitudinal direction thereof; thereby applying greater post-tension to all thereof in a state of not tensioning but compressing an upper end of a center of the girder by prestress such that the length and the weight of the girder is able to be reduced, and the girder with a long span of 60 m or more is able to practically be manufactured. Figure 1.
MYPI2017704706A 2015-06-08 2016-05-30 Pre-stressed concrete girder MY192865A (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
KR1020150080544A KR101636889B1 (en) 2015-06-08 2015-06-08 Prestressed Concrete Girder
PCT/KR2016/005685 WO2016200083A1 (en) 2015-06-08 2016-05-30 Prestressed concrete girder

Publications (1)

Publication Number Publication Date
MY192865A true MY192865A (en) 2022-09-13

Family

ID=56502669

Family Applications (1)

Application Number Title Priority Date Filing Date
MYPI2017704706A MY192865A (en) 2015-06-08 2016-05-30 Pre-stressed concrete girder

Country Status (4)

Country Link
KR (1) KR101636889B1 (en)
CN (1) CN107810296B (en)
MY (1) MY192865A (en)
WO (1) WO2016200083A1 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101812020B1 (en) * 2017-04-28 2018-02-28 주식회사 세원씨앤디 Prestressed Concrete Girder
CN111155710A (en) * 2020-02-17 2020-05-15 西安建筑科技大学 Indirect tensioning method for prefabricated assembled hybrid beam and prestressed steel strand

Family Cites Families (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100561034B1 (en) * 2003-06-18 2006-03-16 정재희 Connecting method for segmental prestressed preflex steel composite beam
KR100543745B1 (en) * 2003-06-26 2006-01-20 삼표이앤씨 주식회사 Manufacturing method for steel-concrete composite girder using delayed composite effects
KR200337554Y1 (en) * 2003-07-11 2004-01-03 황철동 Prestressed concrete composite girder
KR100465350B1 (en) * 2003-12-31 2005-01-13 박상현 Bridge construction method using prestressed concrete composite beam with extended distance of eccentricity
KR100767388B1 (en) * 2006-09-26 2007-10-17 삼표이앤씨 주식회사 Segment girder construction method for bridge
KR100811203B1 (en) * 2007-01-12 2008-03-07 휘선건설(주) Prestressed composite beam
KR101043239B1 (en) * 2008-12-23 2011-06-22 (주)삼현피에프 Prestressed segment concrete girder for bridge and manufacturing method thereof
KR101083600B1 (en) * 2009-08-13 2011-11-16 지에스건설 주식회사 Psc girder making method with straight tendon setting structure

Also Published As

Publication number Publication date
KR101636889B1 (en) 2016-07-06
CN107810296B (en) 2020-09-22
WO2016200083A1 (en) 2016-12-15
CN107810296A (en) 2018-03-16

Similar Documents

Publication Publication Date Title
BR112015028588A2 (en) method for prestressing a steel structure and a prestressed steel structure in this way.
WO2017014660A8 (en) Structural system for arch bridges, with mobilization of external reactions through definitive ties
US8756885B1 (en) Post-tensioning anchorage with equalized tendon loading
NZ607676A (en) System for anchoring a load
MX360756B (en) Tower assembly and method for assembling tower structure.
MY189369A (en) Lattice structure and a device and method for producing same
MX2019009618A (en) Anchor device for pre-stressed cast wall.
JP2016102323A (en) Design method of prestress concrete girder
MY192865A (en) Pre-stressed concrete girder
CN204081520U (en) Pre-stress stretching device
CA3010503A1 (en) Construction element for connecting thermally insulated parts of a building
MX2015009811A (en) System and method for the construction of concrete towers and resulting concrete tower.
JP2016026887A5 (en)
RU2016130162A (en) Tension device and method for reinforcing a structural element
WO2016079214A3 (en) A reinforcement system and a method of reinforcing a structure with a tendon
EA201991825A1 (en) SEGMENT STRUCTURE BEAM
RU2015142349A (en) A method of manufacturing ropes closed construction
RU2561446C1 (en) Manufacturing method of pre-stressed h-beam
CN204590639U (en) A kind of novel bamboo and wood continuous beam prestress application system
CN204590314U (en) A kind of novel pre-stressed steel and wood composite shear wall
EP2128457A3 (en) Attachment element made of an anchor bolt and a wedge
PL406029A1 (en) Bending element reinforced concrete reinforcement
GB201705730D0 (en) Low profile, pre-stressed or post-stressed, composite steel and timber joist or beam
CN202850355U (en) Variable-beam steel strand cable
PH22019001389Y1 (en) Reinforced prefabricated concrete post column and the like