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発表 Behavior of lining concrete under high temperature condition

作成年度 2015 年度
論文名 Behavior of lining concrete under high temperature condition
論文名(和訳)
論文副題
発表会 ITA WTC 2015
誌名 Proceedings of ITA WTC 2015 Congress and 41st General Assembly
巻・号・回 DVD
発表年月日 2015/05/22 ~ 2015/05/28
所属研究室/機関名 著者名(英名)
トンネルチーム砂金伸治
トンネルチーム石村利明
国総研真下英人
抄録
Tunnel permanent lining using plain concrete is normally applied in road tunnel constructed by mountain tunnelling method and shield tunnelling method. It also ensures the stability of tunnel structure for fire. The road tunnels which use steel fiber reinforced concrete or high strength concrete for lining by mountain tunnelling method and which omit the secondary lining by shield tunnelling method have been emerging recently. The characteristics of lining concrete using such materials under high temperature condition such as tunnel fire should be examined to ensure the safety of both traffic and tunnel structure. In this study, fire-proof characteristics about tunnel permanent lining concrete is investigated by two kinds of experiment to grasp the fundamental behavior of lining concrete such as structural instability, concrete explosion, change of temperature inside lining and strength of concrete.
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