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研究生：	張瑜文 Chang, Yu-wen
論文名稱：	水庫淤泥應用於無機聚合膠結材 Reservoir sludge utilized as a geopolymeric material
指導教授：	黃忠信 Huang, Jong-Shin
學位類別：	碩士 Master
系所名稱：	工學院 - 土木工程學系 Department of Civil Engineering
論文出版年：	2008
畢業學年度：	96
語文別：	中文
論文頁數：	123
中文關鍵詞：	高強度、環保型材料、無機聚合、廢棄物再回收、水庫淤泥
外文關鍵詞：	reservoir sludge, green material, high compressive strength, geopolymer
相關次數：	點閱：127 下載：4
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波特蘭水泥為土木建築工程不可或缺之膠結材料，但其生產過程因須消耗大量能源，所以，對環境生態所造成之衝擊相當大。無機聚合膠結材為近年土木界熱門研究之環保材料，其特色為製造耗能小、低污染且具高強度，但受限於原料價格昂貴，至今仍無法普及應用於土木建築工程上。台灣本島之水庫淤泥含有大量鋁矽酸鹽礦物，本研究將利用此化學特性，探討水庫淤泥應用於無機聚合膠結材之可行性，除提供水庫淤泥另一再生資源化之途徑外，亦能降低無機聚合膠結材之成本。
本研究採用阿公店水庫淤泥，分析其化學成分後，仿照高嶺土之製程，以煅燒方式提升水庫淤泥之活性，進而取代高嶺土成為無機聚合膠結材之原料，藉由改變配比、水膠比、養護溫度、攪拌時間、水庫淤泥細度等控制因素，比較水庫淤泥取代前後無機聚合膠結材之強度變化。試驗結果顯示，於850 環境下持溫6小時後所得之煅燒阿公店水庫淤泥，較未煅燒時具有較高之活性，而且若以此溫度煅燒後之阿公店水庫淤泥，完全取代高嶺土所製成之無機聚合膠結材，其齡期28天時最佳抗壓強度可達956 kgf/cm2，而齡期91天之抗壓強度更高達1348 kgf/cm2。上述試驗結果證明，台灣本島水庫淤泥於無機聚合膠結材之應用上，具有相當潛力與發展空間。

Portland cement used as a bonding material is essential and important in construction and building engineering. However, high energy consumption in producing Portland cement causes some considerable ecological impacts. Inorganic geopolymeric material made at low temperatures is low energy-consumption, low ecological impact and high compressive strength and thus can be treated as a green material. But, inorganic geopolymeric materials are expensive and limits their application. In Taiwan, reservoir sludge is composed of lots of aluminum-silicates, which is the primary chemical compound of inorganic geopolymeric materials. In the study, the feasibility of using reservoir sludge as an inorganic geopolymeric material is investigated.
At first, the chemical constituents of A-kung-tien reservoir sludge are characterized. Then, the A-kung-tien reservoir sludge is calcined at different temperatures to enhance its chemical activity. Next, the calcined A-kung-tien reservoir sludge partially replaces the expensive calcined metakaolin which is typically used as a geopolymeric material. Some factors including mix proportion, water-cement ratio, curing temperature, stirring time, and fineness of reservoir sludge are taken into account in determining the maximum compressive strength of the geopolymeric material. Experimental results indicate that the optimum calcination temperature of A-kung-tien reservoir sludge is 850 for lasting six hours. When calcined reservoir sludge is used as a geopolymeric material, its maximum 28-day and 91-day compressive strengths are 956kgf/cm2 and 1348kgf/cm2, respectively. Consequently, reservoir sludge used as a geopolymeric material is promising and preferred when construction cost and compressive strength are concerned.

摘要..................................................	I
Abstract..............................................	II
誌謝..................................................	IV
目錄..................................................	VI
表目錄................................................	X
圖目錄................................................	XI
第一章	緒論.........................................	1
1  研究動機.........................................	1
2  研究目的..........................................3
3  本文組織與內容....................................4
第二章	相關理論與文獻回顧	............................5
1	水庫淤泥之簡介...............................	5
1.1 水庫淤泥之物理與化學特性........................	5
1.2 水庫淤泥之疏浚與處置方式........................	6
1.2.1 水庫淤泥之疏浚................................	7
1.2.2 水庫淤泥之處置方式............................	7
1.3 阿公店水庫淤泥..................................	8
2	膠凝材料之起源與發展.........................	9
2.1 鹼礦渣膠凝材料..................................	10
2.2 無機聚合膠結材..................................	11
2.2.1 無機聚合膠結材之優點..........................	12
2.2.2 複合型態之無機聚合膠結材......................	13
3	無機聚合膠結材之組成.........................	14
3.1 矽鋁酸鹽礦物	.....................................14
3.1.1 高嶺土........................................	14
3.1.2 爐石粉........................................	17
3.2 鹼性溶液........................................	18
3.3 鹼金屬矽酸鹽溶液................................	19
4  無機聚合膠結材之反應機制與結構...................	21
4.1 無機聚合膠結材之反應機制........................	21
4.2 無機聚合膠結材之結構............................	22
第三章	試驗方法與步驟...............................	34
1  試驗規劃.........................................	34
2  試驗材料及設備...................................	34
2.1 試驗材料........................................	34
2.2 試驗設備........................................	36
3  試驗方法及步驟...................................	39
3.1 水庫淤泥之煅燒與研磨............................	40
3.2 水庫淤泥之性質分析..............................	40
3.2.1 比重分析......................................	40
3.2.2 熱重分析(TGA).................................	41
3.2.3 傅立葉紅外線光譜分析(FTIR)....................	41
3.2.4 雷射繞射粒徑分析(EPCS)........................	42
3.2.5 比表面積分析(BET).............................	42
3.2.6  X射線繞射分析(XRD)...........................	43
3.2.7  X射線螢光分析(XRF)	...........................43
3.3 試體之配比設計與製作............................	43
3.3.1 試體配比設計..................................	43
3.3.2 試體製作......................................	45
3.4 試體之變因規劃..................................	46
3.4.1 水庫淤泥煅燒溫度之決定........................	46
3.4.2 活化劑之最佳配比..............................	46
3.4.3 水膠比........................................	47
3.4.4 養護溫度......................................	47
3.4.5 水庫淤泥攪拌時間..............................	48
3.4.6 水庫淤泥細度..................................	48
3.4.7 砂漿拌合......................................	48
3.5 流度試驗........................................	49
3.6 抗壓強度試驗....................................	49
3.7 比重與吸水率試驗................................	50
第四章	試驗結果與討論...............................	65
1  水庫淤泥之性質分析...............................	65
1.1  X射線螢光分析(XRF).............................	65
1.2  X射線繞射分析(XRD).............................	66
1.3 熱重分析(TGA)...................................	67
1.4 傅立葉紅外線光譜分析(FTIR)......................	68
1.5 雷射繞射粒徑分析................................	69
1.6 比重分析........................................	70
2  水庫淤泥最佳煅燒溫度.............................	70
2.1 純漿體之抗壓強度................................	70
2.2 卜作嵐活性試驗..................................	71
3  活化劑最佳配比...................................	72
3.1 水庫淤泥未取代高嶺土之配比......................	72
3.2 水庫淤泥取代高嶺土後之配比......................	73
4  水膠比之影響.....................................	74
5  養護溫度之影響...................................	76
6  攪拌時間之影響...................................	77
7  水庫淤泥細度之影響...............................	78
8  拌合砂漿.........................................	79
9  成本分析與比較...................................	80
第五章	結論與建議...................................	118
參考文獻..............................................	120
                                    

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校內：2011-08-12公開
校外：2013-08-12公開

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