Transcription of コンクリートの強度 - mizushima-cg.com
1 Copyright SHIRATORI NAMAKON CORPORATION. W/C C/W C/W fc WCBAfc A, B 28 -10 C 85 C AE 18 150 N/mm2 1/10 1/13 1/5 1/7 1/4 1/6
2 60 N/mm2 JASS 5 36 N/mm2 0102030050100 (N/mm2) 28 JASS 5 JIS f'cd f'ck
3 ''ckcdff p 100111'''''' cdckcdcdcdckfVVkffVkfkff k pf'cdf'ck f'ck (N/mm2) f'cd (N/mm2) k V (%) V (%)JIS, JASS 5 mSn JASS 5 C 5 0 5 8 0 8 B13 0 13 28S91 (N/mm2)36 28S91 6N/mm2 mSn n 28S91 28S91 N/mm2)6 36 7 13 9 2 25 C 3 9 7 12 9 3 11 17 8 C 25 C11 18 3 8 0 C 8 C 2 15 7 12 9 3 12 12 5 C 25 C12 13 2 14 0 C 5 C B 9 3 10 21 4 4 7 12 13 C 25 C10 22 4 3 0 C 13 C C 1971 2009 JASS 5 (N/mm2) 18 24 30 36 ** 10mm 30 N/mm2 JIS A 5308 JASS 5 (1) 1 85% (2)
4 3 3 5%
