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研究生: 邱顯楠
SHIAN-NAN CHIOU
論文名稱: 含偏高嶺土與稻殼灰鹼激發膠結材及砂漿之防火性能和工程性質探討
Study on Fire-resistance and engineering properties of alkali-activated cementitious materials and mortar with Metakaolin and RHA
指導教授: 黃兆龍
Chao-Lung Hwang
口試委員: 楊錦懷
Chin-Huai Young
陳建成
Chen-Jian Cheng
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: 2012
畢業學年度: 100
語文別: 中文
論文頁數: 218
中文關鍵詞: 無機聚合物鹼激發防火性能偏高嶺土稻殼灰
外文關鍵詞: Geopolymer, alkali-activated, fire resistance, Metakaolin, Rice husk ash
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  • 無機聚合物擁有比卜特蘭水泥優異之物理與化學性質,但是受限於原料品質與來源不穩定,且原料價格偏高等情形,故仍然無法取代卜特蘭水泥,廣泛的使用在營建工程上。而現今環保意識高漲,水泥之製造已成為環境污染和全球暖化的元兇,因而尋求取代高污染水泥的替代材料已成為營造業刻不容緩之課題,而無機聚合物是利用鹼溶液將富含Si與Al離子的礦物材料或工業廢棄物,經由溶解與聚合反應而形成之新穎環保材料。而本研究主要的激發材料為黏土礦物的偏高嶺土與農業廢棄物之稻殼灰,將兩者混合後加入氫氧化鈉與矽酸鈉調製成的鹼激發劑,再使用鹼激發技術製成複合型之無機聚合物,希望利用兩種材料經由高溫燒結後的性質與複合材料互補加成之特性,製作出高耐火低熱傳導係數材料,並檢測其他工程性質,作為評估本研究高耐火低熱傳導係數材料之性能,另外本研究為節省材料使用上之成本,直接將稻殼灰取代量提高至25%和50%,以減少偏高嶺土的浪費。而研究結果顯示,複合型無機聚合物砂漿在工作性、抗壓強度、單位重、熱傳導係數、耐火試驗之背溫溫度方面都有不錯的效果,而抗壓強度最高為72Mpa,單位重最低為1468(kg/m3),背溫溫度大部分配比都可以符合規範要求溫度,最低為155℃,由此可證明無機聚合物擁有比卜特蘭水泥優越之耐火性能,稻殼灰取代量增加有利於降低熱傳導係數,使材料之防火性質更佳,也符合了本研究之農業廢棄物稻殼灰大量使用的原則。


    Geopolymer with excellent physical and chemical properties than Portland cement,but is limited by the quality of raw materials and sources of instability,and expensive of raw materials situation, it is still unable to replace Portland cement, widely used in construction engineering。Nowadays, environmental consciousness promote, and the manufacture of cement has become the culprit of environmental pollution and global warming, therefore seek alternative materials to replace the highly polluting cement has become imperative for the construction industry topics, The Geopolymer is used alkaline solution rich in Si and Al ions, mineral materials or industrial waste through the dissolution and polymerization and the formation of new environmentally friendly materials。In this study, the main excitation material is metakaolin of clay mineral and agricultural waste,is rice husk ash, By adding sodium hydroxide and sodium silicate modulated into two mixed alkali activator, re-use the alkali excitation technique made of composite Geopolymer, want to use two materials through the nature of the high-temperature sintering and composite complementary bonus features, and to produce low thermal conductivity and high fire-resistant material, and to detect the other properties of engineering, as the assessment of this study for the high fire-resistant and low thermal conductivity material performance, in addition, this study in order to save the cost of use of the material directly to the rice husk ash to replace the amount increased to 25% and 50% in order to reduce the waste of metakaolin。The study results show that the Geopolymer mortar of workability, compressive strength, unit weight, thermal conductivity, fire resistance test-back warm temperature has a good effect, the compressive strength the highest was 72 MPa, unit weight a minimum of 1468 (kg/m3), back warm temperature most of the mix proportion can be in accordance with the standard postulate temperature, a minimum of 155 ℃, this proof of the Geopolymer has a superior performance of fire-resistance than Portland cement, The rice husk ash increased help to reduce the thermal conductivity, the fire-resistance of material is better,and also in line with the principle of agricultural waste rice husk ash heavy use of the study.

    摘要 I 目錄 III 表目錄 VII 圖目錄 IX 代號及符號說明 XVII 第一章 緒論 1 1.1研究動機 1 1.2研究目的 2 1.3研究內容及流程 3 第二章 文獻回顧 5 2.1前言 5 2.2 無機聚合物的發展過程 6 2.2.1 鹼激發膠結材料 6 2.2.2無機聚合物 7 2.3 無機聚合物形成機理 9 2.3.1 無機聚合物聚合反應機理 9 2.4鹼激發爐石水泥之產物 23 2.4.1鹼激發爐石聚合物存在的問題 24 2.5複合型態無機聚合膠結材 26 2.5.1無機聚合膠結材之問題 27 2.6影響無機聚合物聚合性質及硬固性質之因素 28 2.6.1鹼激發劑種類之影響 28 2.6.2鹼金屬矽酸鹽種類之影響 33 2.6.3鹼激發劑濃度、鹼量和pH值之影響 34 2.6.4鹼激發劑水玻璃模數(M.S.)之影響 36 2.6.5液固比之影響 39 2.6.6礦物粉料細度之影響 41 2.6.7養護溫度與時間之影響 42 2.6無機聚合物之優點及其應用 44 2.7無機聚合形成材料 47 2.7.1高嶺土與偏高嶺土 47 2.7.2氫氧化鈉 50 2.7.3鹼金屬矽酸鹽溶液 50 2.7.4稻殼灰 51 第三章 試驗計劃 69 3.1 試驗內容 69 3.2試驗材料 69 3.2.1高嶺土 69 3.2.2稻殼灰 70 3.2.3氫氧化鈉 70 3.2.4矽酸鈉 70 3.2.5石英砂 70 3.3試驗變數與項目 71 3.3.1試驗變數 71 3.3.2試驗項目 71 3.4無機聚合物配比設計與試體製作 72 3.4.1 無機聚合物配比設計 72 3.4.2無機聚合物試體製作 72 3.5試驗方法與設備 74 3.5.1基本材料試驗 74 3.5.2無機聚合物砂漿試驗 74 第四章 試驗結果分析與討論 94 4.1無機聚合物砂漿之新拌性質 94 4.1.1 流度試驗 94 4.1.2 凝結時間試驗 97 4.2 無機聚合物砂漿之硬固性質 100 4.2.1 抗壓強度 100 4.2.2 超音波速 104 4.2.3試體單位重 108 4.2.4 熱傳導係數 112 4.2.5 耐火試驗 116 第五章 結論與建議 181 5.1 結論 181 5.2 建議 182 參考文獻 184

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