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研究生: 蔡雨萍
Tsai Yu-Ping
論文名稱: 新型具側鏈羧酸系強塑劑的合成與對水泥漿流動性的影響
指導教授: 許貫中
學位類別: 碩士
Master
系所名稱: 化學系
Department of Chemistry
論文出版年: 2004
畢業學年度: 92
語文別: 中文
論文頁數: 129
中文關鍵詞: 強塑劑側鏈合成反應物比例分子量流動性吸附
英文關鍵詞: superplasticizer, side chain, synthesis, reactant ratio, molecular weight, fluidity, adsorption
論文種類: 學術論文
相關次數: 點閱:289下載:24
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  • 強塑劑是促進混凝土有良好工作性的關鍵組成。本研究利用聚乙二醇(PEG)、馬來酸酐(MA)合成具側鏈之改質單體(PM),並藉由PEG分子量及PEG/MA莫耳比例之改變,得到不同鏈長與不同結構的改質單體。接著由2-丙烯醯胺-2-甲基丙烷磺酸(AMPSA)、甲基丙烯酸(MAA)與改質單體依不同比例行自由基聚合,反應以過硫酸銨為起始劑及2-甲基丙烯磺酸鈉為鏈轉移劑,利用鏈轉移劑濃度之改變得到一系列不同分子量之新型具側鏈羧酸系強塑劑(PAMP)。以FT-IR、1H-NMR與13C-NMR鑑定合成之改質單體及PAMP結構;GPC測PAMP之分子量;EA測PAMP之C、H、N、S含量比例。
    強塑劑對水泥漿與混凝土工作性之研究分別以PAMP單體比例、分子量、側鏈長度與側鏈結構為變因分別進行探討,以強塑劑對水泥漿體顆粒之吸附行為實驗來解釋之,並與商用之羧酸系HP-100及磺酸系HPC1000進行比較。研究結果顯示,PAMP在AMPSA/MAA/PM = 2/3/0.5的比例下,具有最佳之分散效果與坍度維持性,飽和劑量為0.5wt%;最適重量平均分子量為M(—)w=5.0~8.0×104;吸附實驗結果顯示當PAMP之初始吸附量少,達吸附平衡時間長,有最佳之漿體流動促進性;研究並證實PAMP藉由改質單體側鏈長度與結構的調整,有助於提升水泥漿體之坍度維持。

    Superplasticizers are key components to promote the workability of concrete. In this research, monomers(PM) with different side chain lengths and different reactant ratios were prepared from polyethylene glycol (PEG) and maleic anhydride (MA). A noval carboxylate-based superplasticiser PAMP with 2-acrylamido-2-methylpropane sulfonic acid (AMPSA), methacrylic acid (MAA), and the monomers aforementioned were prepared by free-radical polymerization using ammonium peroxodisulfate as the initiator and sodium methallylsulfonate as the chain transfer agent. The prepared monomers and PAMP have been confirmed by FT-IR、1H-NMR, and 13C-NMR;the molecular weight of PAMP was determined by the Gel Permeation Chromatography (GPC) and the composition of the polymer was determined by the Elemental Analysis (EA).
    The effects of the reactant ratio, molecular weight, and side chain lengths of PAMP on the cement paste and the workability concrete were investigated. The dispersion properties of PAMP fluidity were compared to those of the commercial superplasticisers, i.e., HP-100 (carboxylate-based) and HPC1000 (sulfonate-based). The test results indicate that the cement pastes containing PAMP with AMPSA / MAA / PM = 2 / 3 / 0.5 shows the highest initial spread diameter and the lowest slump loss; the saturation dosage was 0.5wt%, and the optimum-weight average molecular weight (M(—)w) are 5.0~8.0×104. It is indicated that when the amount of PAMP was less adsorbed initially and the equilibrium adsorption time was longer, then the resulting cement pastes show better fluidity. PAMP with proper side chain length will promote the slump-retention of the resulting cement pastes.

    第一章 緒論 第二章 文獻回顧 2.1 水泥 2.1.1 卜特蘭水泥之組成 2.1.2 卜特蘭水泥之水化反應 A. 水泥水化方程式 B. 水泥水化模式 2.1.3 混凝土 2.2 強塑劑(Superplasticizer) 2.2.1 添加強塑劑之目的 2.2.2 強塑劑之種類 2.2.3 強塑劑之各種基團對水泥水化反應之影響 2.2.4 強塑劑之分散機制 A. DLVO 理論 B. 電雙層理論 C. 離子濃度對膠體分散力之影響 D. 立體障礙機制 E. 輸氣與水披覆環繞機制 2.2.5 強塑劑之吸附行為 A. 吸附理論 B. Langmuir等溫吸附曲線 C. 吸附模式 D. 影響吸附之變因 E. 強塑劑與水泥漿體之吸附行為 F. 羧酸系聚合物相關文獻彙集 2.3 自由基聚合(Free-Radical Polymerization) 2.3.1 單聚合 2.3.2 鏈轉移聚合 2.3.3 共聚合 第三章 研究計畫與實驗方法 3.1 實驗流程 3.2 實驗方法 3.3 實驗變數 3.4 實驗材料 3.5 實驗儀器 3.6 實驗方法 3.6.1具單側鏈及羧基改質單體之合成 3.6.2具單側鏈共聚物之合成 3.6.3具雙側鏈改質單體之合成 3.6.4具雙側鏈共聚物之合成 3.6.5 粒徑分析 3.6.6 紅外線(IR)光譜分析 3.6.7 紫外線(UV)光譜分析 3.6.8 核磁共振(NMR)光譜分析 3.6.9 元素分析(EA) 3.6.10 凝膠滲透層析(GPC)分析 3.6.11 pH值測量 3.6.12 強塑劑固含量測量 3.6.13 強塑劑視黏度測量 3.6.14 水泥漿體拌製 3.6.15 水泥漿體擴散直徑與流動性維持測量 3.6.16 強塑劑於水泥漿體吸附量之測量 3.6.17 混凝土拌製 3.6.18 混凝土抗壓強度測試 第四章 結果與討論 4.1 材料基本性質分析 4.1.1 具單側鏈及羧基改質單體之基本性質 4.1.2具單側鏈共聚物之基本性質 4.1.3 具雙側鏈及羧基改質單體之基本性質 4.1.4具雙側鏈共聚物之基本性質 4.1.5 水泥之基本性質 4.2 強塑劑單體比例對水泥漿體流動性之影響 4.2.1 強塑劑單體比例對水泥漿體擴散直徑之影響 4.2.2 強塑劑單體比例對水泥漿體迷你坍度維持之影響 4.2.3 強塑劑單體比例對水泥漿體吸附行為之影響 4.3 強塑劑分子量對水泥漿體流動性之影響 4.3.1 強塑劑分子量對水泥漿體擴散直徑之影響 4.3.2 強塑劑分子量對水泥漿體吸附行為之影響 4.4 強塑劑側鏈長度/結構對水泥漿體流動性之影響 4.4.1 強塑劑側鏈長度/結構對水泥漿體擴散直徑之影響 4.4.2 強塑劑側鏈長度/結構對水泥漿迷你坍度維持之影響 4.4.3 強塑劑側鏈長度/結構對水泥漿體吸附行為之影響 4.5強塑劑對水泥漿流動性或混凝土工作性之影響 4.5.1各強塑劑於不同水灰比、不同廠牌水泥漿工作性比較 4.5.2 OT1405/OF1405/OF2305對水泥漿體吸附行為之比較 4.5.3 OT1405與OF2305對混凝土工作度之比較 第五章 結 論 第六章 建 議 第七章 參考資料

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