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研究生: 徐彰澤
Chang-Tse Hsu
論文名稱: 混凝土添加奈米粉料與高分子材料之工程性質研究
Study on Engineering Properties of Concrete with Additions of Nano Powder and Polymer
指導教授: 張大鵬
Ta-Peng Chang
口試委員: 陳君弢
Chun-Tao Chen
孫詠明
Yung-ming Sun
劉玉雯
Yu-Wen Liu
學位類別: 碩士
Master
系所名稱: 工程學院 - 營建工程系
Department of Civil and Construction Engineering
論文出版年: 2013
畢業學年度: 101
語文別: 中文
論文頁數: 116
中文關鍵詞: 奈米材料高分子/奈米二氧化矽高分子/奈米黏土高分子改質混凝土
外文關鍵詞: Nano materials, polymer/Nano silica fume, polymer/Nano clay, polymer modified concrete
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  • 本研究探討混凝土添加奈米改質黏土(nano modified clay, NMC)與奈米二氧化矽(nano silica fume, NSF)以強化高分子混凝土工程性質。試驗參數包含有固定水膠比(W/B = 0.4)、砂率(S/A = 40%)、纖維含量(PP = 0.2%)、二氧化矽含量(MSF = 10 %)、水性壓克力樹脂(P/B = 5 %),並針對改變奈米二氧化矽含量(NSF = 0、0.05、0.1 %)及奈米改質黏土(NMC = 0、5、10 %)作為變數因子,探討對高分子混凝土各工程性質之影響。
    研究結果顯示:(1)工程性質方面:添加NSF後與控制組相比,於齡期56天的超音波波速減低了0.09~0.9 %、動態彈性與剪力模數減少2.3 %~4.5 %及0.15 %~2.61 %、吸水率降低了3.7 %、抗壓強度可提升3 %、劈裂強度下降0.23 %;添加NMC後,齡期56天與控制組相較之下,超音波波速將減少1.55~2.11 %、動彈與動剪模數降低1~2.2 %、吸水率下降了3.1 %、抗壓強度折減5.3~11.2 %、劈裂強度則提升了4.9~6.1 %。(2)耐久性質方面:添加NSF於早期能夠得到顯著的提升,在14天齡期,能使表面電阻值提升43.8 %而添加NMC也可以使早期電阻值上升5.5 %;在氯離子電滲試驗方面,NSF(0.05 %)能夠於長齡期下(56天)減少23.9 %的滲透率,而NMC(5 %)也有相同的情形,降低了16.4 %。(3)耐磨性質方面:使用NSF能使磨損率得到顯著的下降,乾環境降低21.5 %,濕環境減少16.8 %;另外運用適量的NMC(5 %)能獲得同樣的情形,乾環境減10.5 %,濕環境少15.8 %。
    從以上結果得知,適量比例下的NSF與NMC雖然僅對於部分工程性質(吸水率)具有貢獻性,但是相較於耐久性與磨耗性方面,兩者均具有顯著的提升效果。


    The research mainly focuses on the investigation of the enhancement of engineering properties of polymer concrete with additions of nano modified clay (NMC) and nano silica fume (NSF). The variables of concrete mixtures, with fixed values of water-to-binder ratio (W/B = 0.4), percentage of sand (S/A = 40 % volume of aggregate), polypropylene fiber (PP = 0.2 % volume of concrete) and micro silica fume (MSF = 10 % volumetric replacement of cement), water based acrylic resin (P/B = 5 % weight of cementitious powder), include the amount of nano silica fume (NSF = 0, 0.05, 0.1 % replacement of cement by weight), and the amount of nano modified clay/acrylic resin (NMC = 0, 5, 10% replacement of resin by weight), which were used to study the influence on the engineering properties, durability and abrasion resistance of polymer concrete.
    The results of study show that:(1)Engineering properties:At age of 56 days, after adding NSF, except for the compressive strength increased by 3 % and the water absorption decreased by 3.7 %, all the other engineering properties of concrete are slightly decreased by less than 5 %. On the other hand, after adding NMC, except for the splitting tensile strength increased by 4.9-6.1 %, all the other engineering properties of concrete are slightly decreased by less than 12 %.(2)Durability properties:At age of 14 days, both nano materials can increase the value of surface resistivity by 43.8 % and 5.5 % for concrete with NSF and NMC, respectively. , and, at age of 56 days, reduce the value of rapid chloride permeability by 23.9 % and 16.4 % for concrete with NSF and NMC, respectively. (3)Abrasion resistance properties:The additions of NSF and NMC can reduce the amounts of abrasion by 21.5 % and 10.5 % at dry condition, by 16.8 % and 15.8 % at wet condition, respectively.
    From above-mentioned results, an appropriate addition of either nano material can significantly increase the resistance of rapid chloride permeability and abrasion of polymer concrete with the sacrifice of slight decreases of other engineering properties like compressive strengths and elastic properties.

    摘 要 i Abstract ii 致謝 iii 總目錄 iv 表目錄 vii 圖目錄 viii 第一章 緒論 1 1-1 前言 1 1-2 研究動機與目的 2 1-3 研究範圍與流程 2 第二章 文獻回顧 5 2-1 複合材料簡介 5 2-1-1 傳統型複合材料 5 2-1-2 奈米型複合材料 5 2-2 高分子材料簡介 6 2-2-1 高分子用於混凝土之類型與特性 6 2-2-2 高分子於混凝土中之聚合機理 7 2-3 奈米材料簡介 8 2-3-1 奈米添加材料 8 2-3-2 黏土有機改質技術 9 2-3-3 界面活性劑的簡介 10 2-3-4 奈米改質黏土之分散 10 2-4 奈米型複合材料備製與分散方式 11 2-4-1 高分子/黏土奈米型複合材料製備方式 11 2-4-2 高分子/黏土奈米型複合材料之分散技術 12 2-4-3 高分子/黏土奈米型複合材料之分散型態 14 2-5 奈米材料於高分子材料與混凝土之運用 15 2-5-1 奈米二氧化矽 15 2-5-2 奈米黏土 16 第三章 試驗計畫 31 3-1 試驗變數及項目編號 31 3-2 試驗項目 32 3-2-1 試驗材料 33 3-2-2 試驗設備與儀器 35 3-2-3 試驗配比設計 39 3-2-4 奈米複合材料的製備 45 3-2-5 混凝土拌合程序 45 3-3 試驗方法 46 3-3-1 材料基本性質試驗: 46 3-3-2 混凝土新拌試驗 47 3-3-3 工程性質試驗 48 3-3-4 耐久性試驗 50 3-3-5 磨耗試驗 51 3-3-6 微觀試驗 52 第四章 試驗結果與討論 68 4-1 新拌性質 68 4-1-1 新拌混凝土之單位重試驗 68 4-1-2 坍度/坍流度試驗 69 4-2 工程性質 70 4-2-1 超音波試驗 70 4-2-2 動態彈性及動態剪力模數試驗 71 4-2-3 吸水率試驗 73 4-2-4 抗壓強度試驗 74 4-2-5 劈裂強度試驗 75 4-3 耐久性質 76 4-3-1 表面電阻 76 4-3-2 氯離子滲透 77 4-4 磨耗性質 79 4-5 微觀性質 80 4-5-1 SEM微觀分析 80 4-5-2 EDS成分分析 81 4-5-3 XRD結果分析 82 第五章 結論與建議 110 5-1 結論 110 5-2 建議 111 參考文獻 112

    1.黃兆龍, “混凝土性質與行為,” 2002。
    2.黃兆龍, “卜作嵐混凝土使用手冊, 財團法人中興工程顧問社,” 2007。
    3.M. M. Shokrieh, A. R. Kefayati, and M. Chitsazzadeh, “Fabrication and mechanical properties of clay/epoxy nanocomposite and its polymer concrete,” Materials & Design, vol. 40, no. 0, pp. 443-452, 2012.
    4.N. Hasegawa, H. Okamoto, M. Kawasumi et al., “Preparation and mechanical properties of polystyrene–clay hybrids,” Journal of Applied Polymer Science, vol. 74, no. 14, pp. 3359-3364, 1999.
    5.Nazari, and S. Riahi, “The effects of SiO2 nanoparticles on physical and mechanical properties of high strength compacting concrete,” Composites Part B: Engineering, vol. 42, no. 3, pp. 570-578, 2011.
    6.Said, M. Zeidan, M. Bassuoni et al., “Properties of concrete incorporating nano-silica,” Construction and Building Materials, vol. 36, pp. 838-844, 2012.
    7.楊翔麟, “高分子改質混凝土應用於水工結構物補修材料之探討,” 土木與水資源工程學系研究所, 國立嘉義大學, 嘉義市, 2009。
    8.文家綸, “高分子改質混凝土工程與耐磨性質之研究,” 營建工程系, 國立臺灣科技大學, 台北市, 2012。
    9.B.W. Jo, S.-K. Park, and D.-K. Kim, “Mechanical properties of nano-改質黏土 reinforced polymer composite and polymer concrete,” Construction and Building Materials, vol. 22, no. 1, pp. 14-20, 2008.
    10.林志彥, “綠設計水工混凝土工程性質之研究,” 營建工程系, 國立臺灣科技大學, 台北市, 2011。
    11.許明發、郭文雄, "複合材料," 高立圖書有限公司, 1998。
    12.徐國財、張立德, 奈米複合材料: 五南圖書出版股份有限公司, 2004。
    13.張瑞光, “合成聚苯胺-黏土奈米複合材料及鹼化在其介電特性之研究,” 化學研究所, 中原大學, 桃園縣, 2005。
    14.蔡宗燕, “奈米黏土/高分子複合材料之發展與應用” , 奈米技術專刊, 126-133頁, 2001。
    15.咸才軍, 奈米建材: 五南圖書出版股份有限公司, 2004。
    16.林其賢, “奈米改質黏土對水泥砂漿材質之影響,” 土木工程學系碩博士班, 國立成功大學, 台南市, 2003。
    17.陳昌平, “含苯氧基聚醯亞胺/黏土奈米複合材料之合成與性質研究,” 化學工程學系碩博士班, 國立成功大學, 台南市, 2004。
    18.溫志國, “高陽離子交換當量黏土/壓克力樹脂奈米複材之製備與性質研究,” 化學研究所, 中原大學, 桃園縣, 2007。
    19.M.Jalal, E.Mansouri, M.Sharifipour et al., “Mechanical, rheological, durability and microstructural properties of high performance self-compacting concrete containing SiO2 micro and nanoparticles,” Materials & Design, vol. 34, pp. 389-400, 2012.
    20.黃植珈, “片狀矽酸鹽/高分子複材之結構與流變性質研究,” 化學工程與材料工程學系, 東海大學, 台中市, 2010。
    21.葉瑞銘、翁暢健, “有機無機混成奈米複合材料” , 化學工程研討會,台北, 第62卷, 126-133頁,2004。
    22.L. Zapata, G. Portela, O. Suarez et al., “Rheological performance and compressive strength of superplasticized cementitious mixtures with micro/nano-SiO2 additions,” Construction and Building Materials, vol. 41, pp. 708-716, 2013.
    23.林千惠,“奈米級SiO2顆粒之製備及其物性鑑定” , 第26屆纖維紡織科技研討會。
    24.B. Abu-Jdayil, S. A. Al-Omari, H. Taher et al., “Rheological Characterization of Clay-PolyesterComposites,” Procedia Engineering, vol. 10, pp. 716-721, 2011.
    25.Dasari, Z.-Z. Yu, Y.-W. Mai et al., “Clay exfoliation and organic modification on wear of nylon 6 nanocomposites processed by different routes,” Composites Science and Technology, vol. 65, no. 15–16, pp. 2314-2328, 2005.
    26.G. Srinath, and R. Gnanamoorthy, “Sliding wear performance of polyamide 6–clay nanocomposites in water,” Composites Science and Technology, vol. 67, no. 3-4, pp. 399-405, 2007.
    27.Q. Sun, F. Schork, and Y. Deng, “Water-based polymer/clay nanocomposite suspension for improving water and moisture barrier in coating,” Composites Science and Technology, vol. 67, no. 9, pp. 1823-1829, 2007.
    28.C. K. Leung, H.-G. Zhu, J.-K. Kim et al., “Use of polymer/organoclay nanocomposite surface treatment as water/ion barrier for concrete,” Journal of materials in civil engineering, vol. 20, no. 7, pp. 484-492, 2008.
    29.C. Lu, and Y.-W. Mai, “Permeability modelling of polymer-layered silicate nanocomposites,” Composites Science and Technology, vol. 67, no. 14, pp. 2895-2902, 2007.
    30.H. Baniasadi, A. Ramazani S.A, and S. Javan Nikkhah, “Investigation of in situ prepared polypropylene/clay nanocomposites properties and comparing to melt blending method,” Materials & Design, vol. 31, no. 1, pp. 76-84, 2010.
    31.P. Scarfato, L. Di Maio, M. L. Fariello et al., “Preparation and evaluation of polymer/clay nanocomposite surface treatments for concrete durability enhancement,” Cement and Concrete Composites, vol. 34, no. 3, pp. 297-305, 2012.
    32.H. Alamri, and I. M. Low, “Effect of water absorption on the mechanical properties of nano-filler reinforced epoxy nanocomposites,” Materials & Design, vol. 42, no. 0, pp. 214-222, 2012.
    33.W. Liu, S. V. Hoa, and M. Pugh, “Organoclay-modified high performance epoxy nanocomposites,” Composites Science and Technology, vol. 65, no. 2, pp. 307-316, 2005.
    34.A. Yasmin, J. J. Luo, J. L. Abot et al., “Mechanical and thermal behavior of clay/epoxy nanocomposites,” Composites Science and Technology, vol. 66, no. 14, pp. 2415-2422, 2006.
    35.漆宗能、尚文宇, 高分子/層狀矽酸鹽奈米複合材料: 五南圖書出版股份有限公司, 2004。
    36.T. D. Ngo, M. T. Ton-That, S. V. Hoa et al., “Effect of temperature, duration and speed of pre-mixing on the dispersion of clay/epoxy nanocomposites,” Composites Science and Technology, vol. 69, no. 11–12, pp. 1831-1840, 2009.
    37.Y.Q. Zhang, J.H. Lee, H.J. Jang et al., “Preparing PP/clay nanocomposites using a swelling agent,” Composites Part B: Engineering, vol. 35, no. 2, pp. 133-138, 2004.
    38.郭文毅, “有機改質層狀矽酸鹽對水泥砂漿微結構與材質之影響,” 土木工程學系碩博士班, 國立成功大學, 台南市, 2006。
    39.舶鈞有限公司. "奈米氧化矽粉," http://www.tina.com.tw/?66,%E5%A5%88%E7%B1%B3%E6%B0%A7%E5%8C%96%E7%9F%BD%E7%B2%89
    40.中國製釉股份有限公司, “奈米改質黏土,”http://www.china-glaze.com.tw/cntc_ind.aspx?id=193&code=070101
    41.CNS 10639 水泥混和用高分子擴散材料,經濟部中央標準局,民國93年。
    42.巴斯夫化學股份有限公司. "強塑劑," http://www.greater-china.basf.com
    43.信安儀器有限公司. "消泡劑," http://www.hsinanin.com.tw/index.php?option=com_content&view=frontpage
    44.Tyson r., Patrick i., “Surface Resistivity Measurements for Quality Assurance Pave the Way to Savings in Louisiana.”
    45.CNS 14795 混凝土抗氯離子穿透能力試驗法—通過電荷量表示法,經濟部中央標準局,民國100年。
    46.呂添民, “添加奈米矽粉之水泥砂漿力學性質與微觀結構,” 營建工程系, 國立台灣科技大學, 台北市, 2005。
    47.葉孟恆, “添加劑對蒙脫土改質之影響,” 材料科學及工程學系碩博士班, 國立成功大學, 台南市, 2006。

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