@article{oai:iot.repo.nii.ac.jp:00000126,
 author = {菊田, 弘之 and 澤本, 武博 and 篠崎, 徹 and 森濱, 和正 and 袴谷, 秀幸 and KIKUTA, Hiroyuki and SAWAMOTO, Takehiro and SHINOZAKI, Toru and MORIHAMA, Kazumasa and HAKAMAYA, Hideyuki},
 issue = {4},
 journal = {ものつくり大学紀要, The Bulletin of Institute of Technologists},
 month = {},
 note = {As a method of estimating the strength of structure concrete, the core specimen is generally used. If the method of core specimen is used, the damage to the structure and the necessity for repair will arise.
Therefore, the BOSS specimen with little damage to the structure was devised, and it has been a standard for NDIS number 3424. However, the present BOSS specimen is a 100×100×200mm prism, it does not correspond to ISO. In this study, the BOSS specimen which size was 100×100×100mm cube was devised, and the effect of form of BOSS Specimen on compressive strength of concrete was investigated. As a result, the placing of fresh concrete to the cube BOSS specimen was good, and the standard deviation of compressive strength of concrete was also small., 本研究では，100×100×100 ㎜のCube 型のボス供試体(Cube ボス供試体)を開発し，現在使用されているボス供試体とのコンクリートの充てん性および強度特性について比較検討を行った．},
 pages = {33--38},
 title = {Cube 型ボス供試体の開発},
 year = {2013},
 yomi = {キクタ, ヒロユキ and サワモト, タケヒロ and シノザキ, トオル and モリハマ, カズマサ and ハカマヤ, ヒデユキ}
}