发明名称 CONNECTING METHOD FOR SEGMENTAL PRESTRESSED PREFLEX STEEL COMPOSITE BEAMS, APPLYING SECONDARY PRESTRESS ON LOWER FLANGE CONCRETE AND COMPRESSIVE FORCE ON A JOINT SIMULTANEOUSLY WHEN ANCHORING A TENSION MEMBER
摘要 PURPOSE: A connecting method for segmental prestressed preflex steel composite beams is provided to reduce the period and cost of a field work by connecting segmental prestressed preflex steel composite beams in a construction site and to construct a bridge economically by manufacturing a long-span steel composite beam in a factory. CONSTITUTION: The connecting method for segmental prestressed preflex steel composite beams comprises the steps of: after assembling segmental steel beams in a factory, applying preflexion load; manufacturing a steel composite beam applied with primary prestress by forming lower flange concrete(300) except a segment and removing the preflexion load while installing a tension member(200) to be buried under casing concrete around a lower flange of one or more intermediated steel beams except segmental steel beams or without forming a tension member(200) on lower flange concrete; forming a concrete upper structure of a bridge and connecting segments by carrying segmental steel composite beams(400b) in a construction site, then assembling; and applying secondary prestress on the steel composite beam by tensing and anchoring the tension member(200) on the steel composite beam.
申请公布号 KR20040110958(A) 申请公布日期 2004.12.31
申请号 KR20030040886 申请日期 2003.06.18
申请人 JUNG, JAE HEE;PARK, EUN JIN 发明人 JUNG, JAE HEE;PARK, EUN JIN
分类号 E01D2/02;(IPC1-7):E01D2/02 主分类号 E01D2/02
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