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研究生: 高昱鈞
Yuh-Jiun kao
論文名稱: 添加強塑劑下含飛灰與石灰石粉末之水泥漿體流變行為研究
Rheological Behaviors of Superplasticized Cement Pastes with Limestone Powders and Fly Ash
指導教授: 陳君弢
Chun-Tao Chen
口試委員: 張大鵬
Ta-Peng Chang
沈得縣
Der-Hsien Shen
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: 167
中文關鍵詞: 強塑劑飛灰石灰石流變行為吸附
外文關鍵詞: superplasticizer, fly ash, limestone, rheological behavior, adsorption
相關次數: 點閱:313下載:3
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  • 本研究利用飛灰(0-40 %)與石灰石粉末(10 %)取代部分水泥後,探討強塑劑存在時漿體的流變行為。試驗結果顯示,添加飛灰可以有效降低水泥漿體黏度。當強塑劑加入後,也有類似效果,因為漿體流變行為深受吸附的影響,故本研究針對強塑劑的吸附行為與孔隙水溶液中離子濃度的變化加以探討。試驗結果發現添加飛灰使強塑劑發生吸附轉移,使水泥顆粒之吸附量上升。離子濃度試驗的量測結果發現,不同強塑劑會造成不同的離子濃度行為。萘磺酸基強塑劑在高劑量與飛灰取代下會降低鉀離子之釋放,但溶液中仍含有相當高的鈉離子。羧酸基強塑劑的加入對離子濃度並無太大影響,但在飛灰存在時會使鉀離子濃度降低。最後,以定量10 %石灰石粉末取代部分水泥時,試驗結果與前述結果類似,而黏度仍著隨飛灰取代量以及吸附量的增加而降低。


    This study explored the rheological behaviors of the Portland cement pastes partly replaced by fly ash or limestone powders by volume in the presence of superplasticizers. Results showed that the fly ash reduced the viscosities of the cement pastes. Similar behaviors were found in the pastes with superplasticizers. Since the paste rheology is associated with the superplasticizer adsorption, this study also explored the changes in the superplasticizer adsorption and the ionic concentrations in pore solutions. Results further showed that the addition of fly ash increased the amount of adsorption on cement particles. The naphthalene-based superplasticizer reduced the potassium ion concentrations in pore solutions. However, the carboxylated superplasticizer did not alter the ion concentrations much. In the presence of fly ash, the potassium ion concentration was reduced. Finally, similar results were found when cement was replaced by 10% limestone powders. The viscosity and the superplasticizer adsorption of the pastes remained reduced by the addition of fly ash.

    總目錄 摘要I AbstractII 誌謝III 總目錄IV 表目錄VIII 圖目錄IX 第一章緒論1 1.1研究動機1 1.2研究目的2 1.3研究方法及流程2 第二章文獻回顧4 2.1水泥4 2.1.1 水泥組成4 2.1.2 水泥水化機理6 2.2飛灰9 2.3石灰石11 2.4.1 強塑劑種類13 2.4強塑劑使用16 2.4.2 強塑劑作用機理16 2.4.3 飛灰與強塑劑關係19 2.4.4 石灰石與強塑劑關係19 2.5漿體流變量測20 2.5.1 流變定義20 2.5.2 水泥漿體流變22 2.5.3 飛灰對流變影響23 2.5.4 石灰石對流變影響24 2.5.5 流變量測方法24 第三章試驗計畫與架構26 3.1試驗材料26 3.2試驗變數34 3.2.1 材料變數34 3.2.2 編碼說明35 3.3配比設計36 3.3.1 取代量計算36 3.3.2 強塑劑劑量計算37 3.4試驗原理、方法及設備38 3.4.1 強塑劑固含量測定試驗38 3.4.2 漿體凝結時間試驗39 3.4.3 粒徑分析試驗39 3.4.4 迷你坍度試驗40 3.5吸附試驗41 3.6離子濃度試驗47 3.7掃描式電子顯微鏡(SEM)54 3.8X光繞射分析儀(XRD)56 3.9其他試驗儀器57 第四章結果分析與討論63 4.1前言63 4.2先期試驗63 4.3添加飛灰對水泥漿體之影響67 4.3.1凝結時間67 4.3.2黏度68 4.3.3 迷你坍度試驗75 4.3.4 微觀結構分析78 4.4添加石灰石粉末對飛灰水泥漿體之影響81 4.4.1 黏度82 4.4.2 迷你坍流度84 4.5強塑劑對水泥漿體之影響85 4.5.1 黏度85 4.5.2 迷你坍流度90 4.5.3 微觀分析93 4.6強塑劑對飛灰水泥漿體之影響95 4.6.1 黏度95 4.6.2 迷你坍度107 4.6.3 強塑劑吸附行為110 4.6.4 孔隙水溶液離子濃度125 4.6.5 微觀機理分析140 4.7強塑劑對飛灰石灰石水泥漿體之影響143 4.7.1 黏度143 4.7.2 強塑劑吸附行為148 4.7.3 孔隙水溶液離子濃度156 第五章結論與建議161 5.1結論161 5.2建議162 參考文獻163

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