{"id":346,"date":"2017-09-08T12:47:30","date_gmt":"2017-09-08T03:47:30","guid":{"rendered":"http:\/\/labs.eng.hokudai.ac.jp\/labo\/emr\/?page_id=346"},"modified":"2024-04-10T13:50:04","modified_gmt":"2024-04-10T04:50:04","slug":"2008-2","status":"publish","type":"page","link":"https:\/\/c-mng.cwh.hokudai.ac.jp\/emr.eng\/Root\/paper\/2008-2.html","title":{"rendered":"2008\u5e74\u5ea6"},"content":{"rendered":"

\uff1c\u5e73\u621020\u5e74\u5ea6\u535a\u58eb\u8ad6\u6587\uff1e<\/p>\n

Wrangkana:Effect of curing conditions on hydration reaction and compressive strength development of fly ash-cement pastes<\/p>\n

\uff1c\u5e73\u621020\u5e74\u5ea6\u4fee\u58eb\u8ad6\u6587\uff1e<\/p>\n

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\uff1c\u5e73\u621020\u5e74\u5ea6\u5352\u696d\u8ad6\u6587\uff1e<\/p>\n

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\n\u897f\u5165\u3000\u96c4\u559c\uff1aCBM\u958b\u767a\u53ca\u3073CO2\u56fa\u5b9a\u4e8b\u696d\u5316\u306e\u53ef\u80fd\u6027\u8a55\u4fa1
\n\u798f\u5cf6\u3000\u6d69\u6a39\uff1a\u4e7e\u71e5\u53ce\u7e2e\u4f4e\u6e1b\u5264\u3092\u7528\u3044\u305f\u30e2\u30eb\u30bf\u30eb\u306e\u5f37\u5ea6\u4f4e\u6e1b\u30e1\u30ab\u30cb\u30ba\u30e0\u306e\u89e3\u660e
\n\u6c38\u8c37\u3000\u4f73\u4e4b\uff1aXRD\u30fb\u30ea\u30fc\u30c8\u30d9\u30eb\u30c8\u6cd5\u3092\u9069\u7528\u3057\u305f\u30bb\u30e1\u30f3\u30c8\u6c34\u548c\u53cd\u5fdc\u89e3\u6790<\/p>\n

\uff1c\u53d7\u8cde\uff1e
\n\u571f\u6728\u5b66\u4f1a\u5409\u7530\u8cde\uff08\u8ad6\u6587\u90e8\u9580\uff09
\n\u9060\u85e4 \u88d5\u4e08\u3001\u7530\u53e3 \u53f2\u96c4\u3001\u5d8b\u7530 \u4e45\u4fca\u3001\u592a\u7530 \u5229\u9686\u3001\u4f50\u4f2f \u6607\u3001\u540d\u548c \u8c4a\u6625\uff1a10\u6570\u5e74\u304a\u3088\u3073\u7d0440\u5e74\u7d4c\u904e\u3057\u305f\u5317\u6d77\u9053\u306e\u6e2f\u6e7e\u30b3\u30f3\u30af\u30ea\u30fc\u30c8\u69cb\u9020\u7269\u306e\u30b9\u30b1\u30fc\u30ea\u30f3\u30b0\u9032\u884c\u6027\u8a55\u4fa1\u3000[\u571f\u6728\u5b66\u4f1a\u8ad6\u6587\u96c6\uff25\uff0cvol.64\uff0cNo.3\uff0cpp.484-499\uff0c2008.9]<\/p>\n

\uff1c\u67fb\u8aad\u4ed8\u8ad6\u6587\uff1e
\n1)\u679a\u7530\u3000\u5065\uff0c\u540d\u548c\u8c4a\u6625\uff1a\u30a2\u30eb\u30ab\u30ea\u52a0\u6c34\u5206\u89e3\u6027\u67b6\u6a4b\u5264\u3067\u67b6\u6a4b\u3055\u305b\u305f\u5f90\u653e\u578b\u30dd\u30ea\u30ab\u30eb\u30dc\u30f3\u9178\u7cfb\u30b9\u30e9\u30f3\u30d7\u4fdd\u6301\u5264\u3068\u305d\u306e\u88fd\u9020\u65b9\u6cd5\uff0c\u65e5\u672c\u5efa\u7bc9\u5b66\u4f1a\u69cb\u9020\u7cfb\u8ad6\u6587\u96c6\uff0cNo.627\uff0cpp.685-\uff0c2008
\n2)Y Elakneswaran, T Nawa, K Kurumisawa:Influence of surface charge on ingress of chloride ion in hardened pastes,Materials and Structures,Vol.42,pp.83\u201393,2009
\n3)Y Elakneswaran, T Nawa, K Kurumisawa:Zeta potential study of paste blends with slag, Cement and Concrete Compositess,Volume 31, Issue 1, January 2009, Pages 72-76
\n4)Y Elakneswaran, T Nawa, K Kurumisawa:Electrokinetic potential of hydrated cement in relation to adsorption of chlorides, Cement and Concrete Research, 2009,Volume 39, Issue 4, April 2009, Pages 340-344
\n5)Pipat Termkhajornkit, Toyoharu Nawa, Yoichi Yamashiro, Toshiki Saito:Self-healing ability of fly ash\u2013cement systems,Cement and Concrete Composites, Volume 31, Issue 3, March 2009, Pages 195-203
\n6)\u9060\u85e4 \u88d5\u4e08,\u7530\u53e3 \u53f2\u96c4,\u540d\u548c \u8c4a\u6625:\u30b9\u30b1\u30fc\u30ea\u30f3\u30b0\u306b\u53ca\u307c\u3059\u30b3\u30f3\u30af\u30ea\u30fc\u30c8\u4e2d\u306e\u5869\u5316\u7269\u30a4\u30aa\u30f3\u91cf\u306e\u5f71\u97ff, \u65e5\u672c\u30b3\u30f3\u30af\u30ea\u30fc\u30c8\u5de5\u5b66\u5e74\u6b21\u8ad6\u6587\u96c6
\n7)\u897f \u7950\u5b9c,\u897f\u7530 \u6717,\u6238\u7530 \u548c\u654f,\u540d\u548c \u8c4a\u6625:\u7c21\u6613\u6e2c\u5b9a\u6cd5\u3092\u7528\u3044\u305f\u30d5\u30e9\u30a4\u30a2\u30c3\u30b7\u30e5\u30b3\u30f3\u30af\u30ea\u30fc\u30c8\u306e\u6d41\u52d5\u6027\u4e88\u6e2c\u306b\u95a2\u3059\u308b\u7814\u7a76\uff0c\u65e5\u672c\u30b3\u30f3\u30af\u30ea\u30fc\u30c8\u5de5\u5b66\u5e74\u6b21\u8ad6\u6587\u96c6
\n8)\u80e1\u6843\u6fa4\u6e05\u6587,\u540d\u548c\u8c4a\u6625,\u5948\u826f\u798e\u592a:\u7a7a\u9699\u69cb\u9020\u306e\u7570\u306a\u308b\u30bb\u30e1\u30f3\u30c8\u786c\u5316\u4f53\u306e\u5fae\u7d30\u69cb\u9020\u3068\u52d5\u5f3e\u6027\u4fc2\u6570\u3001\u30bb\u30e1\u30f3\u30c8\u30fb\u30b3\u30f3\u30af\u30ea\u30fc\u30c8\u8ad6\u6587\u96c6\u3001 No.62\u3001pp.122-127\u30012008
\n9)\u80e1\u6843\u6fa4\u3000\u6e05\u6587\u30fb\u540d\u548c\u3000\u8c4a\u6625\u30fb\u5948\u826f \u798e\u592a\uff1a\u30bb\u30e1\u30f3\u30c8\u786c\u5316\u4f53\u306e\u5fae\u7d30\u69cb\u9020\u3068\u5f3e\u6027\u6319\u52d5\u3001 \u65e5\u672c\u30b3\u30f3\u30af\u30ea\u30fc\u30c8\u5de5\u5b66\u5e74\u6b21\u8ad6\u6587\u96c6\u3001Vol.30\u3001No. 1\u3001pp. 591-596\u30012008
\n10)\u77f3\u68ee\u6b63\u4fca\u3001\u7530\u6751\u5e78\u4fdd\u3001\u540d\u548c\u8c4a\u6625\u3001\u80e1\u6843\u6fa4\u6e05\u6587\uff1a\u30a8\u30b3\u30bb\u30e1\u30f3\u30c8\u786c\u5316\u4f53\u306e\u5f37\u5ea6\u767a\u73fe\u306b\u95a2\u3059\u308b\u4e00\u8003\u5bdf\u3001\u30bb\u30e1\u30f3\u30c8\u30fb\u30b3\u30f3\u30af\u30ea\u30fc\u30c8\u8ad6\u6587\u96c6\u3001 No.62\u3001pp.47-53\u30012008
\n11)\u5ddd\u4e0a\u535a\u884c\u3001\u85e4\u6fa4\u7d14\u4e4b\u4ecb\u3001\u540d\u548c\u8c4a\u6625\u3001\u80e1\u6843\u6fa4\u6e05\u6587\uff1aXRD\u30ea\u30fc\u30c8\u30d9\u30eb\u30c8\u6cd5\u306b\u3088\u308b\u30ab\u30eb\u30b7\u30a6\u30e0\u30b7\u30ea\u30b1\u30fc\u30c8\u76f8\u306e\u6c34\u548c\u89e3\u6790\u3001\u30bb\u30e1\u30f3\u30c8\u30fb\u30b3\u30f3\u30af\u30ea\u30fc\u30c8\u8ad6\u6587\u96c6\u3001 No.62\u3001pp.39-46 3\u30012008
\n12)\u30ef\u30e9\u30fc\u30f3\u30ab\u30ca\u30fc \u30b5\u30a8\u30fc\u30f3\u30bd\u30a4\uff0c\u540d\u548c\u8c4a\u6625\uff0c\u30d4\u30d1\u30c3\u30c8 \u30c8\u30a6\u30fc\u30f3\u30ab\u30c1\u30e7\u30fc\u30f3\u30ad\u30c3\u30c8:Influence of relative humidity on compressive strength of fly ash cement paste,\u65e5\u672c\u5efa\u7bc9\u5b66\u4f1a\u69cb\u9020\u7cfb\u8ad6\u6587\u96c6\u3000NO.631\u3000P.1433\u30002008\u5e749\u6708
\n13)\u679a\u7530\u3000\u5065\uff0c\u540d\u548c\u8c4a\u6625\uff1a\u30dd\u30ea\u30ab\u30eb\u30dc\u30f3\u9178\u7cfb\u9ad8\u6027\u80fdAE\u6e1b\u6c34\u5264\u306e\u7a7a\u6c17\u9023\u884c\u6027\u306b\u3064\u3044\u3066\uff0c\u65e5\u672c\u5efa\u7bc9\u5b66\u4f1a\u69cb\u9020\u7cfb\u8ad6\u6587\u96c6\uff0cNO.636\u3000P.185\u30002009\u5e742\u6708
\n14)\u9060\u85e4\u88d5\u4e08\u3001\u7530\u53e3\u53f2\u96c4\u3001\u5d8b\u7530\u4e45\u4fca\u3001\u661f\u4fca\u5f66\u3001\u592a\u7530\u5229\u9686\u3001\u4f50\u4f2f\u6607\u3001\u540d\u548c\u8c4a\u6625\uff1a10\u6570\u5e74\u304a\u3088\u3073\u7d0440\u5e74\u7d4c\u904e\u3057\u305f\u5317\u6d77\u9053\u306e\u6e2f\u6e7e\u30b3\u30f3\u30af\u30ea\u30fc\u30c8\u69cb\u9020\u7269\u306e\u30b9\u30b1\u30fc\u30ea\u30f3\u30b0\u9032\u884c\u6027\u8a55\u4fa1\u3001\u571f\u6728\u5b66\u4f1a\u8ad6\u6587\u96c6Vol.64\u3001No.3\u3001pp.484-499<\/p>\n

\uff1c\u305d\u306e\u4ed6\u767a\u8868\uff1e
\n1)\u5ddd\u4e0a\u535a\u884c\u3001\u85e4\u6fa4\u7d14\u4e4b\u4ecb\u3001\u540d\u548c\u8c4a\u6625\u3001\u80e1\u6843\u6fa4\u6e05\u6587\uff1aXRD\u30ea\u30fc\u30c8\u30d9\u30eb\u30c8\u6cd5\u306b\u3088\u308b\u30ab\u30eb\u30b7\u30a6\u30e0\u30fb\u30b7\u30ea\u30b1\u30fc\u30c8\u76f8\u306e\u6c34\u548c\u53cd\u5fdc\u89e3\u6790\u3001\u7b2c62\u56de\u30bb\u30e1\u30f3\u30c8\u6280\u8853\u5927\u4f1a\u8b1b\u6f14\u8981\u65e8\u3001pp.204-205\u30012008
\n2)\u77f3\u68ee\u6b63\u4fca\u3001\u7530\u6751\u5e78\u4fdd\u3001\u540d\u548c\u8c4a\u6625\u3001\u80e1\u6843\u6fa4\u6e05\u6587\uff1a\u6709\u6a5f\u7cfb\u6df7\u548c\u5264\u3092\u7528\u3044\u305f\u30a8\u30b3\u30bb\u30e1\u30f3\u30c8\u30da\u30fc\u30b9\u30c8\u306e\u5f37\u5ea6\u767a\u73fe\u3001\u7b2c62\u56de\u30bb\u30e1\u30f3\u30c8\u6280\u8853\u5927\u4f1a\u8b1b\u6f14\u8981\u65e8\u3001pp.222-223\u30012008
\n3)Y\uff0eElakneshwaran,\u3000\u540d\u548c\u8c4a\u6625\u3001\u80e1\u6843\u6fa4\u6e05\u6587\uff1aThe relationship between electrochemical properties and chloride diffusion in cement-based materials\u3001\u7b2c62\u56de\u30bb\u30e1\u30f3\u30c8\u6280\u8853\u5927\u4f1a\u8b1b\u6f14\u8981\u65e8\u3001pp.234-235\u30012008
\n4)\u592a\u7530\u3000\u60a0\u3001\u540d\u548c\u8c4a\u6625\uff1a\u68d2\u72b6\u51dd\u96c6\u4f53\u3068\u3057\u3066\u898b\u305f\u30da\u30fc\u30b9\u30c8\u306e\u7c98\u5ea6\u306e\u5b9f\u9a13\u7684\u7814\u7a76\u3001\u7b2c62\u56de\u30bb\u30e1\u30f3\u30c8\u6280\u8853\u5927\u4f1a\u8b1b\u6f14\u8981\u65e8\u3001pp.136-137\u30012008
\n5)\u6e4a\u5927\u8f14\u3001\u4f0a\u85e4\u54f2\u3001\u540d\u548c\u8c4a\u6625\u3001\u76db\u5ca1\u5b9f\uff1a\u03b3\u578b\u30c0\u30a4\u30ab\u30eb\u30b7\u30a6\u30e0\u30b7\u30ea\u30b1\u30fc\u30c8\u306e\u70ad\u9178\u5316\u53cd\u5fdc\u6a5f\u69cb\u3001\u7b2c62\u56de\u30bb\u30e1\u30f3\u30c8\u6280\u8853\u5927\u4f1a\u8b1b\u6f14\u8981\u65e8\u3001pp.38-39\u30012008
\n6)\u80e1\u6843\u6fa4\u6e05\u6587\u3001\u540d\u548c\u8c4a\u6625\u3001\u5948\u826f\u798e\u592a\uff1a\u7a7a\u9699\u69cb\u9020\u306e\u7570\u306a\u308b\u30bb\u30e1\u30f3\u30c8\u786c\u5316\u4f53\u306e\u5fae\u7d30\u69cb\u9020\u3068\u5f3e\u6027\u4fc2\u6570\u3001\u7b2c62\u56de\u30bb\u30e1\u30f3\u30c8\u6280\u8853\u5927\u4f1a\u8b1b\u6f14\u8981\u65e8\u3001pp.22-23\u30012008
\n7)Kiyofumi Kurumisawa, Toyoharu Nawa, Yasutaka Hirukawa:Micro elastic modulus of blended cement pastes Proceedings of the 8th international conference on creep, shrinkage and durability mechanics of concrete structures\u3001pp.103-108\u30012008<\/p>\n","protected":false},"excerpt":{"rendered":"

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