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発表 Effect of Grout Filling Condition on Corrosion of Prestressing Steel in Existing Prestressed Concrete Bridges

作成年度 2013 年度
論文名 Effect of Grout Filling Condition on Corrosion of Prestressing Steel in Existing Prestressed Concrete Bridges
論文名(和訳)
論文副題
発表会 The Third International Conference on Sustainable Construction Materials and Technologies (SCMT3)
誌名 The Third International Conference on Sustainable Construction Materials and Technologies (SCMT3)
巻・号・回 e282
発表年月日 2013/08/01
所属研究室/機関名 著者名(英名)
Japan Prestressed Concrete Contractors AssociationShu Kobayashi
Yuichi Kitano
Hideaki Taniguchi
Yasushi Kunitomi
Public Works Research InstituteYoshitomi Kimura
抄録
In the existing prestressed concrete bridges, remarkable corrosion and breakage of prestressing steels, which in turn reduces strength of the bridges themselves or may cause protrusion of tendon and injure pedestrian, due to imperfect grout is reported. Clarification of the mechanism of this kind of deterioration regarding grout quality is necessary in order for prestressed concrete technology to contribute to maintenance and development of infrastructure. In this paper, the effect of grout filling condition on corrosion of prestressing steel is studied through dissection research.
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