U.D.C 691.32
ᬑ㏻ᙉᗘ⠊ᅖ࠾ࡅࡿቑ⢓୍ᾮᆺ㧗ᛶ⬟ $( ῶỈ
ࢆ⏝࠸ࡓ㧗ὶືࢥࣥࢡ࣮ࣜࢺࡢᐇ⏝㛵ࡍࡿ◊✲
ྂᕝ 㞝ኴ
ᒸ ╩ᑦ
せ⣙㸸 ᮏሗࡣ㸪ቑ⢓୍ᾮᆺ㧗ᛶ⬟ AE ῶỈࢆ⏝࠸ࡓ㧗ὶືࢥࣥࢡ࣮ࣜࢺࡢ㸪ᵓ㐀య⏝ࢥࣥࢡ࣮ࣜࢺࡋ࡚ࡢᐇ⏝ྥࡅ࡚ ᳨ウࢆ⾜ࡗࡓࡶࡢ࡛࠶ࡿࠋࡑࡢ⤖ᯝ㸪⦎ୖࡀࡾᚋ 120 ศ㛫Ώࡾ┠ᶆࡍࡿࣇࣞࢵࢩࣗᛶ≧ࢆ᭷ࡋ࡚࠾ࡾ㸪ὶືᛶࡀపୗࡋ ࡓሙྜ㸪ቑ⢓ࢆྵࡲ࡞࠸ΰࡢᚋῧຍࡼࡾ㸪ᮦᩱศ㞳ࡍࡿࡇ࡞ࡃὶືᛶࢆᅇࡉࡏࡿࡇࡀྍ⬟࡛࠶ࡗࡓࠋࡲࡓ㸪 ຊᏛᛶ≧࠾ࡼࡧ⪏ஂᛶ≧ࡣ㸪㏻ᖖࡢࢥࣥࢡ࣮ࣜࢺྠ➼࡛࠶ࡿࡇࢆ☜ㄆࡋ㸪ᵓ㐀యᙉᗘ⿵ṇ್ࡣ JASS5-2009 ♧ࡉࢀ࡚ ࠸ࡿᶆ‽್ྠ➼࡛࠶ࡗࡓࠋ௨ୖࡼࡾ㸪ቑ⢓୍ᾮᆺ㧗ᛶ⬟ AE ῶỈࢆ⏝࠸ࡓ㧗ὶືࢥࣥࢡ࣮ࣜࢺࡣ㸪ᵓ㐀య⏝ࢥࣥࢡࣜ ࣮ࢺࡋ࡚ࡢᛶ⬟ࢆ᭷ࡋ࡚࠸ࡿ⪃࠼ࡽࢀࡿࠋ 㺕㺎㺺㺎㺢㺼㸸 㧗ὶືࢥࣥࢡ࣮ࣜࢺ㸪ቑ⢓㸪⪏ஂᛶ㸪ᵓ㐀యᙉᗘ⿵ṇ್㸪ᅜᅵ㏻⮧ㄆᐃ ┠ḟ㸸 ࡣࡌࡵ ࣇ࢙࣮ࢬϩ ᐇᶵヨ㦂 ᐇ㦂ィ⏬ ࣇ࢙࣮ࢬϪ ὶືᛶᅇᐇ㦂 ࣇ࢙࣮ࢬϨ ᐊෆヨ㦂 ࡲࡵ ࡣࡌࡵ ㏆ᖺ㸪㐣ᐦ㓄➽ࡸពⓗ」㞧࡞㒊ᑐࡋ࡚㸪 ሸᛶࡢྥୖࡸᕤࡢ┬ຊࢆ┠ⓗ㧗ὶືࢥࣥࢡ࣮ࣜ ࢺࡢ㐺⏝ࡀ᳨ウࡉࢀࡿࡶࡢࡢ㸪ᘓ⠏ศ㔝࠾࠸࡚ࡣᅜ ᅵ㏻⮧ㄆᐃࡢᚲせᛶࡸࢥࣥࢡ࣮ࣜࢺࡢ༢౯ࡀ㧗ࡃ ࡞ࡿࡇࢆ⌮⏤㸪᥇⏝ࡉࢀ࡞࠸ࡀከ࠸ࡢࡀ⌧≧ ࡛࠶ࡿࠋࡋࡋ࡞ࡀࡽ㸪ᚋࡢᘓタ⌧ሙ࡛ࡢ⇍⦎ᕤࡢ ㊊ࡸ⅏ᐖࡢ㎿㏿ᕤᑐᛂࡍࡿࡓࡵࡣ㸪㧗ὶື ࢥࣥࢡ࣮ࣜࢺࢆ᥇⏝ࡍࡿࡇࡀ୍ࡘࡢゎỴ⟇࡛࠶ࡿ ⪃࠼ࡽࢀ࡚࠸ࡿ1)ࠋ 㧗ὶືࢥࣥࢡ࣮ࣜࢺࡣ㸪㧗࠸ᮦᩱศ㞳ᢠᛶࡀồࡵ ࡽࢀࡿࡇࡽ㸪ᘓ⠏ศ㔝࠾࠸࡚ࡣ⢊య㔞ࡀከ࠸㧗 ᙉᗘࢥࣥࢡ࣮ࣜࢺࡢὶືᛶࢆ㧗ࡵࡓࢥࣥࢡ࣮ࣜࢺࢆ㧗 ὶືࢥࣥࢡ࣮ࣜࢺ(⢊య⣔㧗ὶືࢥࣥࢡ࣮ࣜࢺ)ࡋ࡚⏝ ࠸ࡿࡇࡀከ࠸ࠋࡋࡋ࡞ࡀࡽ㸪ࡇࡢ⢊య⣔㧗ὶືࢥ ࣥࢡ࣮ࣜࢺࡣ㸪ᮦᩱศ㞳ࡢほⅬࡽࡣⰋዲ࡛࠶ࡿࡀ㸪 ᚲせ࡞ࢥࣥࢡ࣮ࣜࢺᙉᗘࡀప࠸⠊ᅖ࡛ࡣ㸪ᚲせ௨ୖࡢ ࢭ࣓ࣥࢺ㔞ࢆせࡋ㸪㐣࡞ࢥࣥࢡ࣮ࣜࢺᙉᗘ(ࢥࢫࢺ ࢵࣉ)࡞ࡿࡇࡀၥ㢟ࡋ࡚ᣲࡆࡽࢀࡿࠋࡇࡢࡓࡵ㸪 ⢊య㔞(ࢭ࣓ࣥࢺ㔞)ࢆቑࡸࡍࡇ࡞ࡃᮦᩱศ㞳ᢠᛶࢆ ୖࡆࡿቑ⢓⣔㧗ὶືࢥࣥࢡ࣮ࣜࢺࡢ◊✲ࡶᩘከࡃ࡞ ࡉࢀ࡚ࡁࡓ2)ࠋࡋࡋ㸪ᚑ᮶ࡢቑ⢓ࡢῧຍࡣ㸪࣑࢟ࢧ ࡢᡭᢞධࡸ࣑࢟ࢧࡢὙί➼ࡀᚲせᛶ࡛࠶ࡾ㸪ᕷ୰ࡢ ࣞࢹ࣮࣑ࢡࢫࢺࢥࣥࢡ࣮ࣜࢺᕤሙ(௨ୗ㸪⏕ࢥࣥᕤሙ ␎グ)࡛ࡢ〇㐀ࡣᐜ࡛᫆ࡣ࡞ࡃ㸪ᬑཬ⮳ࡗ࡚࠸࡞ࡢ ࡀ⌧≧࡛࠶ࡿࠋ ୍᪉࡛㸪㏆ᖺ㸪㧗ᛶ⬟ AE ῶỈቑ⢓ࢆ୍ᾮ ࡋ㸪㐣ᗘ࡞⢓ᛶࢆ᭷ࡋ࡞࠸㧗ᛶ⬟ AE ῶỈࡀ㛤Ⓨࡉࢀ ࡓࡇࡼࡾ㸪ቑ⢓⣔㧗ὶືࢥࣥࢡ࣮ࣜࢺࡀᕷ୰ࡢ ⏕ࢥࣥᕤሙ࡛ᐜ᫆〇㐀ࡀྍ⬟࡞ࡗࡓ3)ࠋࡑࡇ࡛㸪ᮏ ◊✲࡛ࡣᅜᅵ㏻⮧ㄆᐃྲྀᚓࢆ┠ⓗ㸪ቑ⢓୍ᾮ ᆺ㧗ᛶ⬟ AE ῶỈࢆ⏝࠸ࡓ㧗ὶືࢥࣥࢡ࣮ࣜࢺࡢㅖᛶ ≧ࡘ࠸᳨࡚ウࢆ⾜ࡗࡓࠋ ᐇ㦂ィ⏬ ᮏ◊✲ࡣ㸪3 ࡘࡢࣇ࢙࣮ࢬ࡛ᵓᡂࡉࢀ࡚࠸ࡿࠋࣇ࢙࣮ ࢬϨ࡛ࡣ㸪㧗ὶືࢥࣥࢡ࣮ࣜࢺࡢᇶ♏≀ᛶࡢᢕᥱࢆ⾜ ࠺ࡓࡵ㸪ᐊෆヨ㦂ࡼࡾ㸪ࣇࣞࢵࢩࣗᛶ≧㸪ຊᏛᛶ≧ ࠾ࡼࡧ⪏ஂᛶ≧ࡢ᳨ウࢆ⾜ࡗࡓࠋࣇ࢙࣮ࢬϩ࡛ࡣ㸪ᐇ ᶵヨ㦂ࡼࡿ㧗ὶືࢥࣥࢡ࣮ࣜࢺࡢࣇࣞࢵࢩࣗᛶ≧࠾ ࡼࡧຊᏛᛶ≧ࡢ᳨ウࢆ⾜ࡗࡓࠋࣇ࢙࣮ࢬϪ࡛ࡣ㸪ὶື ᛶࡀపୗࡋࡓࢥࣥࢡ࣮ࣜࢺᑐࡋ㸪ቑ⢓ࢆྵࡲ࡞࠸ ΰࡢᚋῧຍࡼࡿὶືᛶࡢᅇࡘ࠸᳨࡚ウࢆ⾜ ࡗࡓࠋ ᐇ㦂⏝ࡋࡓᮦᩱࢆ ⾲ ♧ࡍࠋࢭ࣓ࣥࢺࡣᬑ㏻ ࣏ࣝࢺࣛࣥࢻࢭ࣓ࣥࢺࢆ⏝࠸㸪ྛᮦᩱࡣᐇ㦂ࢆ⾜ࡗࡓ ⏕ࢥࣥᕤሙ(௨ୗ㸪ᮏᕤሙ␎グ)ࡢ㏻ᖖ⏝ရࢆ⏝ࡋ ࡓࠋ ࣇ࢙࣮ࢬϨ ᐊෆヨ㦂 ᴫせ ࢥࣥࢡ࣮ࣜࢺࡢㄪྜࢆ ⾲ ♧ࡍࠋࡧᙉᗘ 27㸪 36 ࠾ࡼࡧ 45 ┦ᙜࡍࡿỈࢭ࣓ࣥࢺẚࡢࢥࣥࢡ࣮ࣜࢺ࡛ ᳨ウࢆ⾜ࡗࡓࠋ┠ᶆ✵Ẽ㔞ࡣ 4.5s1.5%ࡋ㸪┠ᶆࢫࣛ ࣥࣉࡣẚ㍑⏝ࡢࢥࣥࢡ࣮ࣜࢺ࡛ 21s2cm㸪㧗ὶືࢥࣥ ࢡ࣮ࣜࢺࡣ 27N-F ࢆࢫࣛࣥࣉࣇ࣮࡛ࣟ 50s7.5cm㸪 㸨ᘓ⠏ᮏ㒊 ᢏ⾡㒊 ᘓ⠏ᮦᩱ G * 建築本部 技術部 建築材料 G U.D.C 691.32普通強度範囲における増粘剤一液型高性能 AE 減水剤
を用いた高流動コンクリートの実用化に関する研究
古川 雄太
*大岡 督尚
*36N-F ࠾ࡼࡧ 45N-F ࢆ 60s10cm ࡋࡓࠋ࡞࠾㸪⏝ ࡋࡓΰࡣ㸪ࢫࣛࣥࣉ⟶⌮ࡢࢥࣥࢡ࣮ࣜࢺ࡛ࡣ㧗ᛶ ⬟ AE ῶỈ(Ad2)࡛࠶ࡾ㸪ࢫࣛࣥࣉࣇ࣮ࣟ⟶⌮ࡢࢥࣥ ࢡ࣮ࣜࢺࡣቑ⢓୍ᾮᆺ㧗ᛶ⬟ AE ῶỈ(Ad1)ࢆ ⏝ࡋࡓࠋࡲࡓ㸪 ⾲ ࡼࡾ Ad1 ࡢ⏝㔞ࡀ Ad2 ࡢ 2 ಸ ࡽ 3 ಸ⛬ᗘ࡞ࡗ࡚࠸ࡿࡀ㸪ࡇࢀࡣ Ad1 ቑ⢓ࡀ ྵࡲࢀ࡚࠸ࡿࡇࡸὶືᛶࢆⴭࡋࡃ㧗ࡵ࡚࠸ࡿࡓࡵ ከࡃ࡞ࡗ࡚࠸ࡿࠋ༢Ỉ㔞ࡣ 174kg/m3୍ᐃࡋࡓࠋ ࡲࡓ㸪༢⢒㦵ᮦࡉᐜ✚ࡣ㸪ᮏᕤሙ࡛᥇⏝ࡉࢀ࡚࠸ ࡿ㧗ᛶ⬟ AE ῶỈࢆ⏝ࡋࡓࢫࣛࣥࣉ 21cm ࡢࢥࣥࢡ ࣮ࣜࢺྠ୍ࡢ್ࡋ㸪⣽㦵ᮦ⋡ࡢㄪᩚ➼ࡣ⾜ࢃ࡞ ࡗࡓࠋྛヨ㦂ࡣ ⾲ ♧ࡍ᪉ἲ‽ࡌ࡚⾜ࡗࡓࠋ ヨ㦂⤖ᯝ࠾ࡼࡧ⪃ᐹ ⾲ ࣇࣞࢵࢩࣗᛶ≧ヨ㦂⤖ᯝࢆ♧ࡍࠋ࡚ࡢࢥࣥ ࢡ࣮ࣜࢺ࡛┠ᶆࡢࢫࣛࣥࣉ࣭ࢫࣛࣥࣉࣇ್࣮ࣟ࠾ࡼࡧ ✵Ẽ㔞ࢆ‶㊊ࡋࡓࠋࡲࡓ㸪36N-F ࠾ࡼࡧ 45N-F ࡢ 50cm ࣇ࣮ࣟ㛫ࡀ 3 ⛊⛬ᗘ࡛࠶ࡾ㸪⢓ᛶࡀపࡃኚᙧ㏿ ᗘࡀ㏿࠸ࡢࡀᅇ᳨ウࡋࡓ㧗ὶືࢥࣥࢡ࣮ࣜࢺࡢ≉ᚩ ࡛࠶ࡿࠋ ࣈ࣮ࣜࢹࣥࢢヨ㦂⤖ᯝࢆ ᅗ ♧ࡍࠋࡇࢀࡼࡿ 㸪ቑ⢓୍ᾮᆺ㧗ᛶ⬟ AE ῶỈࢆ⏝ࡋࡓࢥࣥࢡࣜ ࣮ࢺࡣ㸪㏻ᖖࡢ㧗ᛶ⬟ AE ῶỈࢆ⏝ࡋࡓࡶࡢࡼࡾࡶ ᑠࡉ࠸ࣈ࣮ࣜࢹࣥࢢ㔞࡛࠶ࡗࡓࠋࡇࢀࡣ㸪ቑ⢓୍ ᾮᆺ㧗ᛶ⬟ AE ῶỈྵࡲࢀࡿቑ⢓ᡂศࡢࣈ࣮ࣜࢹ ࣥࢢᢚไຠᯝࡼࡾῶᑡࡋࡓࡶࡢ⪃࠼ࡽࢀࡿࠋ จ⤖ヨ㦂⤖ᯝࢆ ᅗ ♧ࡍࠋቑ⢓୍ᾮᆺ㧗ᛶ⬟ AE ῶỈࢆ⏝ࡋࡓࢥࣥࢡ࣮ࣜࢺࡣ㸪ΰࡢ⏝㔞 ࡀከ࠸ࡇ࡞ࡽ㸪ࢫࣛࣥࣉ⟶⌮ࡢࢥࣥࢡ࣮ࣜࢺ ẚጞⓎ࠾ࡼࡧ⤊⤖ࡶจ⤖㛫ࡀⱝᖸ㐜ᘏࡋࡓࠋ ࡋࡋ࡞ࡀࡽ㸪㐣ᗘ࡞㐜ᘏࢆ♧ࡍࡶࡢ࡛ࡣ࡞ࡃ㸪ࣈࣜ ࣮ࢹࣥࢢ㔞ࡀቑ࠼࡚࠸࡞࠸ࡇࡽ㸪ຊᏛᛶ≧ࡸ⪏ ஂᛶ➼ࡁ࡞ᙳ㡪ࢆཬࡰࡍࡼ࠺࡞ࡶࡢ࡛ࡣ࡞࠸⪃ ࠼ࡽࢀࡿࠋ ᅽ⦰ᙉᗘヨ㦂⤖ᯝࢆ ᅗ ♧ࡍࠋ࡚ࡢᮦ㱋࠾ ⾲ ⏝ᮦᩱ ᮦᩱྡ ✀㢮࣭≀ᛶ್➼ ࢭ࣓ࣥࢺ (C) ᬑ㏻࣏ࣝࢺࣛࣥࢻࢭ࣓ࣥࢺ㸪Ȩ:3.16g/cm 3 ⣽㦵ᮦ (S) ᒣ◁(80%)㸪Ȩ:2.64 g/cm3㸪Q:1.62%㸪FM:2.50 ○◁(20%)㸪Ȩ:2.65 g/cm3㸪Q:1.18%㸪FM:3.00 ⢒㦵ᮦ (G) ▼⅊ᒾ○▼(50%)㸪Ȩ:2.70 g/cm3㸪 Q:0.57%㸪FM:6.64 ◁ᒾ○▼(50%)㸪Ȩ:2.66 g/cm3㸪Q:0.59%㸪FM:6.56 ⦎ΰࡐỈ (W) ୖỈ㐨Ỉ(ᐊෆヨ㦂) ᆅୗỈ(ᐇᶵヨ㦂) ΰ (Ad) ቑ⢓୍ᾮᆺ㧗ᛶ⬟ AE ῶỈ (Ad1) ࣏ࣜ࢝ࣝ࣎ࣥ㓟࢚࣮ࢸࣝ⣔ྜ≀ቑ⢓ᛶ㧗ศᏊྜ≀ࡢ」ྜయ 㧗ᛶ⬟ AE ῶỈ (Ad2) ࣏ࣜ࢝ࣝ࣎ࣥ㓟࢚࣮ࢸࣝ⣔ ὶື (Ad3) ≉Ṧࣄࢻࣟ࢟ࢩ࣏ࣜ࢝ࣝ࣎ࣥ㓟ྜ≀ Ȩ㸸ᐦᗘ (㦵ᮦࡣ⾲ᐦᗘ)㸪Q㸸྾Ỉ⋡㸪FM㸸⢒⢏⋡ ⾲ ࢥࣥࢡ࣮ࣜࢺࡢㄪྜ グྕ W/C (%) ┠ᶆ SL (SLF) (cm) ┠ᶆ ✵Ẽ㔞 (%) ༢㔞(kg/m3) W C S G Ad 27N-S 59.3 21 4.5 174 294 951 879 1.470*1 27N-F (50) 174 294 951 879 4.116*2 36N-S 47.1 21 174 370 877 890 1.480* 1 36N-F (60) 174 370 877 890 4.440*2 45N-S 39.0 21 174 447 801 903 2.682* 1 45N-F (60) 174 447 801 903 4.917*2 㸨1㸸㧗ᛶ⬟ AE ῶỈ 㸨2㸸ቑ⢓୍ᾮᆺ㧗ᛶ⬟ AE ῶỈ ⾲ ヨ㦂㡯┠ 㡯┠ ᪉ἲ ࢫࣛࣥࣉ (SL) ࢫࣛࣥࣉࣇ࣮ࣟ (SLF) JIS A 1101 JIS A 1150 ✵Ẽ㔞 JIS A 1128 㛫ࡆࡁ㏻㐣(U ᆺࣇ࣮ࣟ) JSCE-F 511 (Uᆺ㸪㞀ᐖ R2) ࣈ࣮ࣜࢹࣥࢢ JIS A 1123 จ⤖㛫 JIS A 1147 ᅽ⦰ᙉᗘ JIS A 1108 㟼ᙎᛶಀᩘ JIS A 1149 㛗ࡉኚ JIS A 1129-2 ಁ㐍୰ᛶ JIS A 1153㸪JIS A 1152 ⤖⼥ゎ JIS A 1148 (Ỉ୰ἲ) ⾲ ࣇࣞࢵࢩࣗᛶ≧ヨ㦂⤖ᯝ グྕ SL (SLF) (cm) 50cm ࣇ࣮ࣟ 㛫 (s) ࣇ࣮ࣟ Ṇ 㛫 (s) ✵Ẽ㔞 (%) ᗘ (Υ) Uᆺࣇ࣮ࣟ 㛫 (s) 㧗ࡉ (mm) 27N-S 22.5 ̿ ̿ 5.1 18 ̿ ̿ 27N-F (56.5) 2.7 10.9 4.9 18 10.9 331 36N-S 21.5 ̿ ̿ 5.6 18 ̿ ̿ 36N-F (58.0) 2.7 13.5 5.1 18 12.4 340 45N-S 22.0 ̿ ̿ 5.8 19 ̿ ̿ 45N-F (60.0) 2.9 16.6 4.6 19 14.2 335 ᅗ จ⤖ヨ㦂⤖ᯝ ᅗ ࣈ࣮ࣜࢹࣥࢢヨ㦂⤖ᯝ 0 2 4 6 8 10 12 27N-S 27N-F 36N-S 36N-F 45N-S 45N-F จ⤖ 㛫 (㛫 ) ࢥࣥࢡ࣮ࣜࢺࡢ✀㢮 6-50 8-20 6-00 7-25 6-20 7-40 9-20 11-20 7-55 9-50 9-00 10-20 ጞⓎ ⤊⤖ 0.0 0.1 0.2 0.3 27N-S 27N-F 36N-S 36N-F 45N-S 45N-F ࣈࣜ ࣮ࢹࣥ ࢢ㔞 (c m 3/c m 2) ࢥࣥࢡ࣮ࣜࢺࡢ✀㢮
࠸࡚ࢫࣛࣥࣉ⟶⌮ࡢࢥࣥࢡ࣮ࣜࢺẚࢫࣛࣥࣉࣇࣟ ࣮⟶⌮ࡢࢥࣥࢡ࣮ࣜࢺࡢ᪉ࡀ 1 ⛬ᗘࡁ࠸ᅽ⦰ᙉᗘ ࡛࠶ࡗࡓࠋࡇࢀࡣ㸪ࢫࣛࣥࣉࣇ࣮ࣟ⟶⌮ࡢࢥࣥࢡ࣮ࣜ ࢺࡢ⦎ୖࡀࡾ┤ᚋࡢ✵Ẽ㔞ࡀࢫࣛࣥࣉ⟶⌮ࡢࢥࣥࢡࣜ ࣮ࢺẚ࡚ᑠࡉ࠸ࡇࡀ୍ᅉ࡛࠶ࡿ⪃࠼ࡽࢀࡿࡀ㸪 ቑ⢓୍ᾮᆺ㧗ᛶ⬟ AE ῶỈࢆ⏝࠸ࡿࡇ࡛㸪ቑ⢓ ࡼࡿᮦᩱศ㞳ࢆᢚไࡋࡓ≧ែ࡛㸪ΰࡢከ㔞ῧຍ ࡼࡿࢭ࣓ࣥࢺ⢏Ꮚࡢศᩓᛶࡀྥୖࡋࡓࡇࡶᙳ㡪ࡋ ࡚࠸ࡿ⪃࠼ࡽࢀࡿࠋ ᮦ㱋 28 ᪥࠾ࡅࡿᅽ⦰ᙉᗘ㟼ᙎᛶಀᩘࡢ㛵ಀࢆᅗ ♧ࡍࠋᅗ୰ࡣ㸪RC つ‽4)ࡼࡿ᥎ᐃ್(ࢥࣥࢡࣜ ࣮ ࢺ ᐦ ᗘ 2.35t/m3㸪 ⢒ 㦵 ᮦ ࡢ ✀ 㢮 ࡼ ࡿ ಟ ṇ ಀ ᩘ k1=1.1)ࢆ♧ࡋ࡚࠸ࡿࠋ ᅗ ࡼࡾ㸪࡚ࡢࢥࣥࢡ࣮ࣜ ࢺࡀ᥎ᐃ್ࡰ୍⮴ࡋ࡚࠾ࡾ㸪ᮏᐇ㦂࡛⏝ࡋࡓ⢒ 㦵 ᮦ ࡀ ▼ ⅊ ᒾ ○ ▼ ࢆ 50%(k1=1.2) 㸪 ◁ ᒾ ○ ▼ ࢆ 50%(k1=1.0)⏝ࡋ࡚࠸ࡿࡇࡽᩚྜࡀྲྀࢀ࡚࠾ࡾ㸪 㧗ὶືࢥࣥࢡ࣮ࣜࢺࡍࡿࡇ࡛ຊᏛᛶ≧࠼ࡿᙳ 㡪ࡣ࡞࠸⪃࠼ࡽࢀࡿࠋ 㛗ࡉኚヨ㦂⤖ᯝࢆ ᅗ ♧ࡍࠋྛỈࢭ࣓ࣥࢺẚ ࠾࠸࡚ࢫࣛࣥࣉ⟶⌮ࡢࡶࡢࢫࣛࣥࣉࣇ࣮ࣟ⟶⌮ࡢࡶ ࡢࢆẚ㍑ࡍࡿࡰྠ➼ࡢ್࡛࠶ࡾ㸪㧗ὶືࢥࣥࢡࣜ ࣮ࢺࡍࡿࡇ࡛㛗ࡉኚࡢᙳ㡪ࡣ࡞࠸⤖ᯝ࡛࠶ࡗ ࡓࠋ ಁ㐍୰ᛶヨ㦂⤖ᯝࢆ ᅗ ♧ࡍࠋྠ୍ࡢỈࢭ࣓ࣥ ࢺẚ࡛࠶ࢀࡤࢫࣛࣥࣉ⟶⌮ࢫࣛࣥࣉࣇ࣮ࣟ⟶⌮ ࡁ࡞ᕪࡣ࡞ࡃ㸪ྠ➼ࡢᛶ⬟ࢆ᭷ࡍࡿ⪃࠼ࡽࢀࡿࠋ ⤖⼥ゎヨ㦂⤖ᯝࢆ ᅗ ♧ࡍࠋྠ୍Ỉࢭ࣓ࣥࢺ ẚࡢࢥࣥࢡ࣮ࣜࢺ࡛ẚ㍑ࡍࡿ㸪ࢫࣛࣥࣉࣇ࣮ࣟ⟶⌮ ࡢ㧗ὶືࢥࣥࢡ࣮ࣜࢺࡢ┦ᑐືᙎᛶಀᩘࡀᑠࡉࡃ࡞ࡗ ࡓࠋࡋࡋ࡞ࡀࡽ㸪 ᅗ ♧ࡍࡼ࠺㸪⦎ୖࡀࡾ┤ᚋ ࡢ✵Ẽ㔞⪏ஂᛶᣦᩘࡢ㛵ಀࢆࡳࡿ㸪✵Ẽ㔞ࡀᑠࡉ ࠸ࡶࡢ⪏ஂᛶᣦᩘࡀᑠࡉࡃ࡞ࡿഴྥ࡛࠶ࡗࡓࠋࡼ ࡗ࡚㸪㧗ὶືࢥࣥࢡ࣮ࣜࢺࡍࡿࡇ࡛⤖⼥ゎᢠ ᛶࡀపୗࡍࡿࡢ࡛ࡣ࡞ࡃ㸪◳ࢥࣥࢡ࣮ࣜࢺෆᅾࡍ ࡿ✵Ẽ㔞ࡢᙳ㡪ࢆཷࡅࡿࡶࡢ⪃࠼ࡽࢀࡿࠋᅇࡢ᳨ ウ⠊ᅖ࡛ࡣ㸪300 ࢧࢡࣝ⤊Ⅼ࡛┦ᑐືᙎᛶಀᩘ 60%௨ୖࢆ‶ࡓࡋ࡚࠾ࡾ㸪༑ศ࡞⪏ஂᛶࢆ᭷ࡋ࡚࠸ࡿ ⪃࠼ࡽࢀࡿࡀ5)㸪ᚋ㸪✵Ẽ㔞⪏ᐖᛶࡢ㛵ಀࢆ᳨ ウࡍࡿᚲせࡀ࠶ࡿ⪃࠼ࡽࢀࡿࠋ ᅗ ᅽ⦰ᙉᗘヨ㦂⤖ᯝ ᅗ ಁ㐍୰ᛶヨ㦂⤖ᯝ ᅗ ⤖⼥ゎヨ㦂⤖ᯝ ᅗ 㛗ࡉኚヨ㦂⤖ᯝ ᅗ ᅽ⦰ᙉᗘ㟼ᙎᛶಀᩘࡢ㛵ಀᮦ㱋 ᪥ ᅗ ✵Ẽ㔞⪏ஂᛶᣦᩘࡢ㛵ಀ 0 10 20 30 40 50 60 70 80 ᅽ⦰ ᙉᗘ (N/m m 2) ᮦ㱋(᪥) 27N-S 27N-F 36N-S 36N-F 45N-S 45N-F 7 28 91 0 0 5 10 15 20 25 ୰ᛶ῝ ࡉ (m m ) ಁ㐍ᮇ㛫(㐌) 27N-S 27N-F 36N-S 36N-F 45N-S 45N-F 0 1 4 8 13 26 0 20 40 60 80 100 120 0 60 120 180 240 300 ┦ᑐື ᙎᛶ ಀᩘ (%) ࢧࢡࣝᩘ(ᅇ) 27N-S 27N-F 36N-S 36N-F 45N-S 45N-F 0 100 200 300 400 500 600 700 800 ⇱ ⦰ࡦࡎࡳ ( 10 -6) 27N-S 27N-F 28 91 182 0 ⇱ᮇ㛫(᪥) 36N-S 36N-F 28 91 182 0 45N-S 45N-F 28 91 182 0 0 10 20 30 40 50 20 40 60 80 㟼ᙎᛶಀ ᩘ (kN /m m 2) ᅽ⦰ᙉᗘ(N/mm2) 27N-S 27N-F 36N-S 36N-F 45N-S 45N-F RCつ‽᥎ᐃ್ y = 29.3x - 70.6 R² = 0.92 0 20 40 60 80 100 3.0 3.5 4.0 4.5 5.0 5.5 6.0 ⪏ஂ ᛶᣦ ᩘ ✵Ẽ㔞(%) 27N-S 27N-F 36N-S 36N-F 45N-S 45N-F
ࣇ࢙࣮ࢬϩ ᐇᶵヨ㦂 ᴫせ ࣇ࢙࣮ࢬϩ࡛ࡣ㸪ᐇᶵ࣑࢟ࢧࢆ⏝࠸࡚ᶆ‽ᮇ㸪ኟ ᮇ࠾ࡼࡧᮇ࠾ࡅࡿࣇࣞࢵࢩࣗᛶ≧࠾ࡼࡧຊᏛᛶ ≧ࡢ᳨ウࢆ⾜ࡗࡓࠋࢥࣥࢡ࣮ࣜࢺࡢㄪྜࢆ ⾲ ♧ࡍࠋㄪྜ᪉㔪ࡣᐊෆヨ㦂ྠᵝ࡛࠶ࡾ㸪ᐇ㦂ᮇ ࡼࡗ࡚ΰࡢῧຍ㔞ࡀⱝᖸኚືࡋ࡚࠸ࡿࠋヨ㦂 㡯┠ࢆ ⾲ ♧ࡍࠋᶍᨃᰕ࠾ࡼࡧᶍᨃᗋࡢᑍἲ࠾ ࡼࡧࢥ᥇ྲྀ⨨ࡣᅗ ♧ࡍ࠾ࡾ࡛࠶ࡿࠋ࡞ ࠾㸪⬺ᆺࡣᮦ㱋 4 ᪥ࡋࡓࠋ ヨ㦂⤖ᯝ࠾ࡼࡧ⪃ᐹ ࣇࣞࢵࢩࣗᛶ≧ヨ㦂⤖ᯝࢆ ᅗ ♧ࡍࠋࢥࣥࢡ ࣮ࣜࢺ ᗘࡣ㸪ᶆ‽ᮇ࡛⣙ 25Υ㸪ኟᮇ࡛⣙ 35Υ㸪 ᮇ࡛⣙ 15Υࡢࢥࣥࢡ࣮ࣜࢺ ᗘ࡛࠶ࡾ㸪ࡰᐃࡋ ࡚࠸ࡓࢥࣥࢡ࣮ࣜࢺ ᗘ࡛࠶ࡗࡓࠋࢫࣛࣥࣉࣇ࣮ࣟ ࠾ࡼࡧ✵Ẽ㔞ࡣ㸪࠸ࡎࢀࡶ 120 ศ㛫ᇶ‽್ࢆ‶ࡓࡍ ⤖ᯝ࡛࠶ࡗࡓࠋࡇࡢࡓࡵ㸪⦎ΰࡐࡽⲴ༺ࡋࡲ࡛ࡢ ⤒㐣㛫ࡢ㝈ᗘࢆ 120 ศタᐃ࡛ࡁࡿ⪃࠼ࡽࢀࡿࠋ ᅗ ࢭ࣓ࣥࢺỈẚᮦ㱋 28 ᪥ᶆ‽Ỉ୰㣴⏕ᅽ ⦰ᙉᗘࡢ㛵ಀࢆ♧ࡍࠋᅗ୰ࡣ㸪ᮏᕤሙ࡛㏻ᖖ⏝ ࡉࢀ࡚࠸ࡿ㧗ᛶ⬟ AE ῶỈࢆ⏝࠸ࡓࢫࣛࣥࣉ⟶⌮ ࡢࢥࣥࢡ࣮ࣜࢺࡢᙉᗘ⟬ᐃᘧ(JIS ᘧ)ࢆỴᐃࡋࡓ㝿ࡢ ᐇ㦂್ࢆ♧ࡋ࡚࠸ࡿࠋࢫࣛࣥࣉ⟶⌮ࡢࢥࣥࢡ࣮ࣜࢺ ẚ㍑ࡍࡿ㸪ࢫࣛࣥࣉࣇ࣮ࣟ⟶⌮࡛࠶ࡿ㧗ὶືࢥ D ࢥࣥࢡ࣮ࣜࢺ ᗘ E ✵Ẽ㔞 F ࢫࣛࣥࣉࣇ࣮ࣟ ᅗ ࣇࣞࢵࢩࣗᛶ≧ヨ㦂⤖ᯝ ᅗ ࢭ࣓ࣥࢺỈẚᅽ⦰ᙉᗘࡢ㛵ಀ ⾲ ࢥࣥࢡ࣮ࣜࢺࡢㄪྜ ᮇ ㄪྜ␒ྕ W/C (%) ┠ᶆ SLF (cm) ༢㔞(kg/m3) W C S G Ad1 ᶆ ‽ ᮇ 27-50 (ᶆ) 59.3 50 174 294 951 879 4.851 36-60 (ᶆ) 47.1 60 174 370 877 890 5.920 45-60 (ᶆ) 39.0 60 174 447 801 903 6.258 ኟ ᮇ 27-50 (ኟ) 57.2 50 174 305 937 879 6.558 36-60 (ኟ) 45.8 60 174 380 869 890 7.790 45-60 (ኟ) 38.1 60 174 457 789 903 8.455 ᮇ 27-50 () 59.3 50 174 294 951 879 5.145 36-60 () 47.1 60 174 370 877 890 6.105 45-60 () 39.0 60 174 447 801 903 6.929 ⾲ ヨ㦂㡯┠ 㡯┠ ᪉ἲ ࢫࣛࣥࣉ ࢫࣛࣥࣉࣇ࣮ࣟ JIS A 1101 JIS A 1150 ✵Ẽ㔞 JIS A 1128 ᅽ⦰ᙉᗘ JIS A 1108 ᶍᨃᰕ࣭ᶍᨃᗋࢥᙉᗘ JASS5T-605:2005㸪JIS A 1107 ᅗ ᶍᨃᰕ࠾ࡼࡧᶍᨃᗋࢥ᥇ྲྀ㸸ᰕ ᮏᗋ ᮏ ᅗ ᮦ㱋 ᪥ࢥᙉᗘᵓ㐀యᙉᗘ⿵ṇ್ࡢ㛵ಀ 10 15 20 25 30 35 40 ࢥࣥ ࢡ࣮ࣜࢺ ᗘ (Υ ) ᶆ‽ᮇ 27-50 36-60 45-60 ኟᮇ ᮇ 3.0 4.5 6.0 ✵Ẽ 㔞 (%) ᶆ‽ᮇ ኟᮇ ᮇ 40 45 50 55 60 65 70 0 60 120 ࢫ ࣛࣥࣉ ࣇ࣮ࣟ (c m ) ᶆ‽ᮇ 0 60 120 ᮇ 0 60 120 ⤒㐣㛫(ศ) ኟᮇ 20 30 40 50 60 70 80 1.5 2.0 2.5 3.0 ᮦ㱋 28 ᪥ᶆ‽Ỉ୰㣴⏕ᅽ ⦰ᙉᗘ (N/m m 2) ࢭ࣓ࣥࢺỈẚ㸦C/W㸧 ᶆ‽ᮇᐇ㦂್ ኟᮇᐇ㦂್ ᮇᐇ㦂್ JISᘧᶆ‽ᮇᐇ㦂್ JISᘧኟᮇᐇ㦂್ JISᘧᮇᐇ㦂್
ᮏᐇ㦂ᅇᖐ⥺ -,6ᘧᐇ㦂ᅇᖐ⥺ 1 2 3 4 5 6 7 8 ᩿⇕ᮦ ᩿⇕ᮦ 䛆ᶍᨃᰕ䠖㻤㻜㻜㽢㻤㻜㻜㽢㻝㻜㻜㻜㼙㼙䛇 䛆ᶍᨃᗋ䠖㻥㻜㻜㽢㻥㻜㻜㽢㻞㻞㻜㼙㼙䛇 1 2 3 4 800 10 00 90 0 900 ᩿⇕ᮦ 20 40 60 80 ᮦ㱋91᪥ࢥᙉᗘ(N/mm2) ኟᮇ -3 -2 -1 0 1 2 3 4 5 6 20 40 60 80 ᵓ㐀 యᙉᗘ⿵ ṇ್ 28 S91 (N /m m 2) ᶆ‽ᮇ 20 40 60 80 ᮇ ᶍᨃᰕ ᶍᨃᗋ
ࣥࢡ࣮ࣜࢺࡢᅽ⦰ᙉᗘࡢ࠺ࡀ 5%⛬ᗘࡁ࠸ᅽ⦰ᙉ ᗘ࡛࠶ࡗࡓࠋࡇࡢせᅉࡣ㸪ࢭ࣓ࣥࢺࡢศᩓᛶࡸࢥࣥ ࢡ࣮ࣜࢺࡢሸᛶࡀྥୖࡋࡓࡇࡀ୍ᅉ࡛࠶ࡿ⪃ ࠼ࡽࢀࡿࡇࡽ㸪ࢫࣛࣥࣉ⟶⌮ࡢࢥࣥࢡ࣮ࣜࢺ ྠᵝࡢᙉᗘ⟬ᐃᘧࢆ⏝࠸࡚ၥ㢟࡞࠸⪃࠼ࡽࢀࡿࠋ ᅗ ᮦ㱋 91 ᪥ࢥᙉᗘᵓ㐀యᙉᗘ⿵ṇ್ 28S91ࡢ㛵ಀࢆ♧ࡍࠋᵓ㐀యᙉᗘ⿵ṇ್ࡣ㸪ᶆ‽ᮇ࡛ 3N/mm2㸪ኟᮇ࠾ࡼࡧᮇ࡛ 6N/mm2௨ୗࡢ್࡛࠶ࡾ㸪 JASS5-2009♧ࡉࢀ࡚࠸ࡿᶆ‽್ྠ➼࡛࠶ࡗࡓࠋ ࣇ࢙࣮ࢬϪ ὶືᛶᅇᐇ㦂 ᴫせ ࢥࣥࢡ࣮ࣜࢺࡢㄪྜࢆ⾲㸫7 ♧ࡍࠋὶືᛶᅇ ᐇ㦂࡛ࡣ㸪Ỉࢭ࣓ࣥࢺẚ 40.0%࠾ࡼࡧ 50.9%ࡢ 2 Ỉ‽ ࡋࡓࠋ࡞࠾㸪Ỉࢭ࣓ࣥࢺẚ 40.0%࡛ࡣᐊෆヨ㦂࠾ ࡼࡧᐇᶵヨ㦂ࢆ⾜࠸㸪Ỉࢭ࣓ࣥࢺẚ 50.9%ࡢࡶࡢࡣ ᐊෆヨ㦂ࡢࡳᐇࡋࡓࠋ┠ᶆࢫࣛࣥࣉࣇ࣮ࣟࡣ࡚ ࡢࢥࣥࢡ࣮ࣜࢺ࡛ 60s10cm ࡋࡓࠋ┠ᶆ✵Ẽ㔞ࡣ㸪 Ỉࢭ࣓ࣥࢺẚ 40.0%ࡢࡶࡢࡣ㐺⏝㒊ࡼࡗ࡚ࡣ✵ Ẽ㔞 3.0%ࡢ┠ᶆ್ࡶᐃࡉࢀࡿࡇࡽ┠ᶆ✵Ẽ㔞 3.0s1.5%ࡋ㸪Ỉࢭ࣓ࣥࢺẚ 50.9%ࡢࡶࡢࡣ┠ᶆ✵ Ẽ㔞 4.5s1.5%ࡋࡓࠋὶືᛶࡢᅇ⏝ࡋࡓΰ ࡣ㸪ቑ⢓ࢆྵࡲ࡞࠸㧗ᛶ⬟ AE ῶỈ(Ad2㸪グ ྕ-㧗)࠾ࡼࡧὶື(Ad3㸪グྕ-ὶ)࡛࠶ࡿࠋ࡞࠾㸪 Ỉࢭ࣓ࣥࢺẚ 40.0%࡛ᐇᶵヨ㦂ᐊෆヨ㦂࡛ΰ (Ad1)ࡢ⏝㔞ࡀ␗࡞ࡿࡢࡣ㸪࣑࢟ࢧࡢ⦎ΰࡐ⬟ຊࡸ ⦎ΰࡐ㔞ࡢ㐪࠸ࡼࡿࡶࡢ⪃࠼ࡽࢀࡿࠋ᧠ᢾࡣ㸪 ᐇᶵヨ㦂࡛ࡣΰῧຍᚋ 120 ⛊㛫ࡢ㧗㏿᧠ᢾ㸪 ᐊෆヨ㦂࡛ࡣ㸪ΰῧຍᚋ 60 ⛊㛫ࡢ᧠ᢾࢆ⾜ࡗ ࡓࠋࡲࡓ㸪ᮏᐇ㦂࡛ࡣࢥࣥࢡ࣮ࣜࢺࢆ㟼⨨ࡍࡿࡇ ࡛㸪ࢫࣛࣥࣉࣇ࣮ࣟࡢపୗࡀࡁࡃ࡞ࡿࡼ࠺࡞᮲௳ ୗ࡛ᐇࡋࡓࠋ ᐇ㦂⤖ᯝ࠾ࡼࡧ⪃ᐹ ᅗ ✵Ẽ㔞ヨ㦂⤖ᯝ㸪 ᅗ ࢫࣛࣥࣉࣇࣟ ࣮ヨ㦂⤖ᯝࢆ♧ࡍࠋࢥࣥࢡ࣮ࣜࢺ ᗘ㛵ࡋ࡚ࡣ㸪 ᐇᶵヨ㦂࡛ࡣ 25Υ๓ᚋ㸪ᐊෆヨ㦂࡛ࡣ 23Υ๓ᚋࢆ᥎ ⛣ࡋࡓࠋᚋῧຍࡣᐊෆヨ㦂࡛ࡣ┠ᶆ⟶⌮್ࢆୗᅇࡗ ࡓⅬ㸪ᐇᶵヨ㦂࡛ࡣ┠ᶆ್ࡢୗ㝈್ᐤࡾࡢ್࡞ ࡗࡓⅬ࡛ΰࢆᚋῧຍࡋࡓࠋΰῧຍᚋࡢࣇ ࣞࢵࢩࣗヨ㦂㛤ጞࡲ࡛ࡢ㛫㐪࠸ࡀ࠶ࡿࡓࡵ㸪 ὶືᛶࡢᅇഴྥⱝᖸࡢ㐪࠸ࡣ࠶ࡿࡶࡢࡢ㸪㧗ᛶ ⬟ AE ῶỈ࠾ࡼࡧὶືࡢ 2 ✀㢮ࡶ✵Ẽ㔞ࡣ ┠ᶆ್ࢆ‶ࡓࡋ㸪ࢫࣛࣥࣉࣇ࣮ࣟࡶ┠ᶆ್ᅇࡍ ࡿࡇࡀㄆࡵࡽࢀࡓࠋࡲࡓ㸪ᐇᶵヨ㦂࡛ࡣ┠ᶆ⟶⌮ ್ࡢୖ㝈್ࢆ㉸࠼ࡿὶືᛶࡲ࡛ࢫࣛࣥࣉࣇ࣮ࣟࢆቑ ࡉࡏࡓࡀ㸪ᮦᩱศ㞳➼ࡣㄆࡵࡽࢀࡎ㸪┠ᶆ⟶⌮್ ෆ࡛࠶ࢀࡤ㸪ࢥࣥࢡ࣮ࣜࢺࡢ≧ែࡣⰋዲ࡛࠶ࡿࡇ ࡀ☜ㄆ࡛ࡁࡓࠋ ᅗ ᅽ⦰ᙉᗘヨ㦂⤖ᯝࢆ♧ࡍࠋᚋῧຍࡋࡓΰ ࡢ✀㢮ࡼࡽࡎ㸪ὶືᛶࢆ┠ᶆ⟶⌮್ᅇࡉ ࡏࡓࡶࡢ(ซ㸸ڧ60cm ᅇ)ࡣ࣮࣋ࢫࢥࣥࢡ࣮ࣜࢺ ྠ➼ࡢᅽ⦰ᙉᗘ࡛࠶ࡾ㸪ᐇᶵヨ㦂࠾࠸࡚ 70cm ࢆ ㉸࠼ࡿࢫࣛࣥࣉࣇ࣮ࣟࡲ࡛ὶືᛶࢆᅇࡉࡏࡓࡶࡢ (ซ㸸ڦ70cm ᅇ)ࡶᙉᗘపୗࡣㄆࡵࡽࢀ࡞ࡗ ࡓࠋ ࡲࡵ ቑ⢓୍ᾮᆺ㧗ᛶ⬟ AE ῶỈࢆ⏝࠸ࡓ㧗ὶືࢥࣥࢡ ࣮ࣜࢺࡢㅖᛶ≧ࡘ࠸࡚㸪ᶆ‽ᮇ㸪ኟᮇ࠾ࡼࡧᮇ ࡼࡿ ᗘ᮲௳ࡢ㐪࠸ࡸ㸪ΰࡢῧຍ㔞ࡀ␗࡞ࡿ᮲௳ ୗ࡛ྛ✀ヨ㦂ࢆ⾜ࡗࡓ⤖ᯝ㸪௨ୗࡢ⤖ㄽࢆᚓࡓࠋ (1) ᐇᶵヨ㦂ࡼࡾ㸪࡚ࡢᮇ࠾࠸࡚ 120 ศ㛫Ⰻ ዲ࡞ࣇࣞࢵࢩࣗᛶ≧ࢆ᭷ࡋ࡚࠸ࡓࠋ (2) ὶືᛶࡀపୗࡋࡓሙྜቑ⢓ࢆྵࡲ࡞࠸㧗ᛶ ᅗ ᅽ⦰ᙉᗘヨ㦂⤖ᯝ ⾲ ࢥࣥࢡ࣮ࣜࢺࡢㄪྜ グྕ W/C (%) ┠ᶆ ✵Ẽ㔞 (%) ༢㔞(kg/m3) W C S G Ad1 Ad2 ཪࡣ Ad3 WC40.0-㧗(ᐇᶵ) 40.0 3.0 174 435 850 900 7.830 1.218*1 WC40.0-㧗(ᐊෆ) 40.0 3.0 174 435 850 900 4.785 1.305*1 WC40.0-ὶ(ᐊෆ) 40.0 3.0 174 435 850 900 4.785 1.740*2 WC50.9-㧗(ᐊෆ) 50.9 4.5 174 342 906 884 3.933 0.770*1 WC50.9-ὶ(ᐊෆ) 50.9 4.5 174 342 906 884 3.591 0.684*2 ᚋῧຍΰ 㸨1㸸㧗ᛶ⬟ AE ῶỈ㸪㸨2㸸ὶື ᅗ ✵Ẽ㔞ヨ㦂⤖ᯝ ᅗ ࢫࣛࣥࣉࣇ࣮ࣟヨ㦂⤖ᯝ 0 10 20 30 40 50 60 70 WC40.0-㧗WC40.0-㧗WC40.0-ὶWC50.9-㧗WC50.9-ὶ ᅽ⦰ᙉ ᗘ (N /m m 2) ࢥࣥࢡ࣮ࣜࢺࡢ✀㢮 ࣮࣋ࢫ 60cmᅇ 70cmᅇ ᐇᶵ ᐊෆ ᐊෆ ᐊෆ ᐊෆ 0.0 1.5 3.0 4.5 6.0 0 30 60 90 ✵Ẽ 㔞 (%) ⤒㐣㛫(ศ) WC40.0-㧗(ᐇᶵ) WC40.0-㧗(ᐊෆ) WC40.0-ὶ(ᐊෆ) WC50.9-㧗(ᐊෆ) WC50.9-ὶ(ᐊෆ) 40 45 50 55 60 65 70 75 0 30 60 90 ࢫ ࣛ ࣥ ࣉ ࣇ࣮ࣟ (c m ) ⤒㐣㛫(ศ) ⟶⌮ୗ㝈್ 㸸ΰᚋῧຍ
⬟ AE ῶỈ࠾ࡼࡧὶືࢆῧຍࡍࡿࡇ࡛㸪 ὶືᛶࡀᅇࡍࡿࡇࡀㄆࡵࡽࢀࡓࠋ (3) ቑ⢓୍ᾮᆺ㧗ᛶ⬟ AE ῶỈࢆ⏝࠸ࡿࡇ࡛㸪 ࢫࣛࣥࣉ⟶⌮ࡢࢥࣥࢡ࣮ࣜࢺࡼࡾࡶࣈ࣮ࣜࢹ ࣥࢢ㔞ࡀⱝᖸῶᑡࡍࡿഴྥࡀㄆࡵࡽࢀࡓࠋ (4) จ⤖㛫ࡣ㸪ጞⓎ࠾ࡼࡧ⤊⤖ࡶ㐜ᘏࡍࡿഴ ྥࡀㄆࡵࡽࢀࡓࠋ (5) ᅽ⦰ᙉᗘࡣࢫࣛࣥࣉ⟶⌮ࡢࢥࣥࢡ࣮ࣜࢺẚ ⱝᖸࡁࡃ࡞ࡿഴྥࡀㄆࡵࡽࢀࡓࠋ (6) ᵓ㐀యᙉᗘ⿵ṇ್ࡣ JASS5-2009 ♧ࡉࢀ࡚࠸ ࡿᶆ‽್ྠ➼࡛࠶ࡗࡓࠋ (7) 㛗ࡉኚ࠾ࡼࡧ୰ᛶ㛵ࡋ࡚ࡣ㸪ࢫࣛࣥࣉ⟶ ⌮ࡢࢥࣥࢡ࣮ࣜࢺྠ➼࡛࠶ࡗࡓࠋ (8) ⤖⼥ゎᢠᛶࡣ㸪✵Ẽ㔞ࡢῶᑡక࠸పୗࡍ ࡿഴྥࡀㄆࡵࡽࢀࡿࡶࡢࡢ㸪ᅇࡢ᳨ウ⠊ᅖ࡛ ࡣ༑ศ࡞⪏ஂᛶࢆ᭷ࡋ࡚࠸ࡿ⪃࠼ࡽࢀࡿࠋ ௨ୖࡼࡾ㸪ቑ⢓୍ᾮᆺ㧗ᛶ⬟ AE ῶỈࢆ⏝࠸ࡓ 㧗ὶືࢥࣥࢡ࣮ࣜࢺࡣ㸪ᵓ㐀య⏝ࢥࣥࢡ࣮ࣜࢺࡋ ࡚ࡢᛶ⬟ࢆ༑ศ᭷ࡋ࡚࠸ࡿ⪃࠼ࡽࢀࡿࠋ࡞࠾㸪 ᮏ㧗ὶືࢥࣥࢡ࣮ࣜࢺࡣ㸪2014 ᖺ 11 ᭶ᅜᅵ㏻ ⮧ㄆᐃࢆྲྀᚓࡋࡓࡶࡢ࡛࠶ࡿࠋ ㅰ ㎡ ᮏ◊✲ࢆ⾜࠺࠶ࡓࡾ㸪㛵ᮾᏱ㒊ࢥࣥࢡ࣮ࣜࢺᕤᴗᰴᘧ♫୪ࡧ %$6) ࢪࣕࣃࣥᰴᘧ♫ࡢ㛵ಀྛࡈ༠ຊ࠸ࡓࡔࡁࡲࡋࡓࠋ グࡋ࡚ㅰពࢆ⾲ࡋࡲࡍࠋ ཧ⪃ᩥ⊩ 1) ࢭ࣓ࣥࢺ᪂⪺♫㸸≉㞟ࠕ㧗ὶືࢥࣥࢡ࣮ࣜࢺࡢ⌧≧ᒎᮃࠖ᭶หࢥࣥࢡ࣮ࣜࢺࢸࢡࣀ㸪Vol.29㸪No.3㸪pp.70-116㸪2010.3 2) (࠼ࡤ) ⃝ྐ⣖㸸ྛ✀㧗ὶືࢥࣥࢡ࣮ࣜࢺࡢ≉ᛶホ౯࠾ࡼࡧᐇᶍᆺᡴタᐇ㦂(ࡑࡢ 1 ᐇ㦂ᴫせ)㸪᪥ᮏᘓ⠏Ꮫ(㛵 ᮾ)Ꮫ⾡ㅮ₇᱾ᴫ㞟㸪pp.1145-1146㸪1993.9 3) ᑠἨಙ୍㸸᪂つ࡞ప⢓ᛶᆺቑ⢓⣔㧗ὶືࢥࣥࢡ࣮ࣜࢺࡢᇶᮏ≉ᛶ(ࡑࡢ 1 ࣭ࡑࡢ 2)㸪᪥ᮏᘓ⠏Ꮫ(㛵ᮾ)Ꮫ⾡ㅮ₇᱾ᴫ 㞟㸪pp.315-318㸪2011.8 4) ᪥ᮏᘓ⠏Ꮫ㸸㕲➽ࢥࣥࢡ࣮ࣜࢺᵓ㐀ィ⟬つ‽࣭ྠゎㄝ㸪pp.38-39㸪1999.11 5) ᪥ᮏᘓ⠏Ꮫ㸸ᘓ⠏ᕤᶆ‽ᵝ᭩࣭ྠゎㄝ JASS 5 㕲➽ࢥࣥࢡ࣮ࣜࢺᕤ㸪pp.616-619㸪2009 6) ᪥ᮏᘓ⠏Ꮫ㸸ࢥࣥࢡ࣮ࣜࢺ࣏ࣥࣉᕤἲᕤᣦ㔪࣭ྠゎㄝ㸪pp.26-27㸪1994
STUDY ON PRACTICAL USE OF HIGH-FLUIDITY CONCRETE
USING AIR-ENTRAINING AND HIGH-RANGE WATER-REDUCING ADMIXTURE
WITH VISCOSITY AGENT IN NORMAL STRENGTH
Y.Furukawa and T.Oh-oka
In this paper, it is studied for the high-fluidity concrete using air-entraining and high-range water-reducing admixture with viscosity for practical use as a structural material for concrete. As a result, there has been a fresh properties to target over 120 minutes after mixing up. If the fluidity is lowered, it was possible to recovery the fluidity without the segregation by the adding an admixture containing no viscosity. Mechanical properties and durability characteristics were confirmed to be comparable to ordinary concrete. In addition, the structure strength correction value was confirmed to be equivalent to the standard values shown in JASS5-2009. Therefore, the high-fluidity concrete using air-entraining and high-range water-reducing admixture with viscosity has a performance as a structure for concrete.