構造工学論文集 A
Online ISSN : 1881-820X
地震工学・構造物の耐震:報告
橋梁用積層ゴム支承材料のオゾン亀裂状態に関する評価基準定量化の基礎的検討
久慈 茂樹近藤 寛朗松本 高志今井 隆
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2026 年 72A 巻 p. 216-229

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This study aimed to establish a quantitative evaluation method for the evaluation of ozone cracks in accordance with JIS K 6259-1. Natural and chloroprene rubber without antiozonants were exposed to ozone, and crack length, width, and depth were analyzed three-dimensionally using a laser microscope. Distinct differences in crack morphology were observed between the two rubbers. Crack propagation occurred in two stages: a proportional “single stage” of depth and length and a “linkage stage” where length increased rapidly. Crack depth shape changes were related to condition rank: higher ranks showed more pot-bottom-like and asymmetrical shapes. These results suggest that the JIS method, based only on crack number and length, may not sufficiently reflect crack severity.

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