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研究生: 梁文文
Wen-wen Liang
論文名稱: 污淤泥轉製輕質粒料之研究
The Study on the Manufacturing Lightweight Aggregrate from Sludge and Mud
指導教授: 黃兆龍
Chao-Lung Hwang
口試委員: 邱英嘉
none
林凱隆
none
楊錦懷
none
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: 2010
畢業學年度: 98
語文別: 中文
論文頁數: 127
中文關鍵詞: 污泥淤泥最佳化輕質粒料高性能輕質混凝土
外文關鍵詞: sludge, mud, Optimization, lightweight aggregate (LWA), high-performance lightweight concrete (HPLWC)
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本研究以台北淤泥、桃園淤泥及桃園污泥作為燒製輕質粒料的原料,進行污淤泥轉製輕質粒料之探討。原料進行基本性質分析後,經由最佳化的方式設計9組粒料配方,再以自行開發之造粒機造粒,並進行粒料的高溫燒結,探討各輕質粒料之性質,最後再取比重<1.3的兩組粒料進行高性能輕質混凝土試驗。結果顯示,在相同的燒製條件下,透過最佳化方式設計之粒料皆有良好的膨脹行為表現。淤污泥產生膨脹的溫度高低與SiO2、Al2O3含量及熔劑總量有關,(SiO2+Al2O3)含量大於79%的組別其T1明顯升高;熔劑總量大於3%的組別其T2明顯降低。在1150~1250℃高溫時,污淤泥輕質粒料顆粒比重在1.12~2.0、吸水率低於6%,同時具有表面瓷化、低吸水率及質輕的特性,以此種輕質粒料製作高流動的高性能輕質混凝土,其新拌單位重皆在1900 kg/m3 以下,28天齡期抗壓強度達到300kgf/cm2、電阻檢測值已超過20kΩ-cm、熱傳導係數小於0.9W/mK。


In this study, sludge from Taipei and Taoyuan and mud from Taoyuan were used as raw material for manufacturing lightweight aggregates. Base on the basic property of raw materials, 9 groups aggregate formula were designed through the optimization design procedure, green particles were granulated by using self-developed granulation machine and were sintered under high-temperature, and then the property of lightweight aggregate (LWA) were analyzed by various technology. Two kinds of lightweight aggregates with density lower than 1.3 g/cm3 were selected to make high-performance lightweight concrete (HPLWC). The results showed that in the same firing conditions, the LWA through the optimal design have a good expansion behavior. Sludge and mud deposition temperature is related to the SiO2 and Al2O3 content and the total flux. As SiO2 + Al2O3 content greater than 79%, the bloating temperature, T1 significantly increased; as flux greater than 3%, the melting temperature, T2, decreased. At 1150~1250℃, the density of LWA particles will be within 1.12 and 2.0 g/cm3 and water absorption be less than 6%, use such LWA to produce LWHPC, the unit weight of fresh concrete is less than 1900 kg/m3, the 28-days compressive strength can be higher than 300kgf/cm2, electrical resistinty is more than 20kΩ-cm, and the thermal conductivity is less than 0.9W/mK .

中文摘要I 英文摘要II 誌謝III 總目錄IV 表目錄VI 圖目錄VII 第一章緒論 1 1-1研究動機1 1-2研究目的2 1-3研究計畫3 第二章文獻回顧 5 2-1輕質粒料的特性5 2-2輕質粒料之燒結行為與膨脹機理7 2-3台灣地區污淤泥之特性14 2-3-1 河川淤泥15 2-3-2 水庫淤泥16 2-3-3 下水淤泥17 2-4污淤泥轉製輕質粒料的相關研究18 2-5高性能混凝土配比設計21 2-5-1 黃氏緻密配比設計法21 2-5-2 黃氏富勒緻密配比設計法22 第三章 試驗計畫 35 3-1試驗材料35 3-1-1輕質粒料試驗材料35 3-1-2輕質混凝土試驗材料36 3-2試驗方法與內容37 3-2-1輕質粒料試驗37 3-2-2高性能輕質混凝土試驗38 3-3 輕質粒料配方設計39 3-4高性能輕質混凝土配比設計44 第四章 結果與分析59 4-1原料的物化性質59 4-1-1淡水淤泥的基本特性60 4-1-2桃園污泥的基本特性62 4-1-3桃園淤泥的基本特性64 4-1-4水庫淤泥的基本特性66 4-2輕質粒料的物化性質67 4-2-1台北淤泥輕質粒料的基本性質68 4-2-2桃園污泥輕質粒料的基本性質70 4-2-3桃園淤泥輕質粒料的基本性質72 4-3輕質粒料的膨脹行為74 4-3-1輕質粒料的表面狀況74 4-3-2電子掃瞄顯微鏡觀察75 4-3-3輕質粒料的膨脹過程分析76 4-4輕質粒料的高溫性質綜合論述78 4-5輕質粒料混凝土之特性79 第五章 結論與建議 107 5-1結論107 5-1-1輕質粒料的配方設計107 5-1-2輕質粒料的膨脹過程108 5-1-3輕質粒料的性質108 5-1-4高性能輕質混凝土性質109 5-1-5本研究之特色與新穎性110 5-2 建議110 參考文獻113

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