透過您的圖書館登入
IP:3.144.113.197
  • 學位論文

奈米材料對混凝土性質影響之研究

A study of the Effect of Nanomaterials on Properties of Concrete

指導教授 : 何仲明
若您是本文的作者,可授權文章由華藝線上圖書館中協助推廣。

摘要


摘 要 本文目的主要在探討奈米黏土替代水泥在混凝土之可行性,添加奈米含量之後的混凝土機械性質、熱傳導性質及化學性質是否與傳統混凝土不同,並比較不同奈米含量、不同水灰比對混凝土抗壓強度及熱傳導係數之影響。利用SEM來觀察水泥漿體之水化物生成情況,同時也做水泥漿體之燒失量試驗,可以由公式求得燒失量及水化程度。 試驗結果顯示,混凝土加入奈米黏土含量在0.3%及0.5%時有較強的抗壓強度;混凝土的熱傳導係數與混凝土抗壓強度息息相關,抗壓強度越強,熱傳導係數亦越高,水灰比的增加,會使混凝土之抗壓強度減少,因此熱傳導係數就會降低;由SEM及燒失量試驗可以得知奈米黏土可以產生卜作嵐反應,使C-S-H膠體生成更多更密,進而增加混凝土之抗壓強度,添加奈米材料對混凝土的熱學性質並沒有影響。

關鍵字

SEM 熱傳導係數 批土 燒失量 高溫 奈米

並列摘要


ABSTRACT This paper studies the feasibility of adding nano-clay into the ordinary concrete. The compressive strength and the coefficient of thermo- conductivity of concrete with different nano-clay content and different water cement ratios are compared. There are two water cement ratios of 0.4 and 0.5; and four different nano-clay contents, namely 0%, 0.1%, 0.3% and 0.5%. The heat insulation property of the cement mortar is also tested. Cement mortar mixed with nano-clay is used as plaster to cover the heated surface of the concrete. The thickness and proportions of cement mortar are studied. The method of loss of ignition is used to obtain the ignition loss caused by fire-damaged and the hydration degree of nano-clay concrete. Nano-clay used in this research adds is a kind of new material. After the compressive strength test of the concrete and take out the grout body. The results show that, concrete with 0.3% and 0.5% nano-clay produce better strength than 0% and 0.1%. Coefficient of thermo-conductivity of concrete is closely linked with compressive strength of concrete. When compressive strength is stronger, coefficient of thermo-conductivity will be higher. Increase the water cement ratio can decrease the compressive strength of concrete and the coefficient of thermo-conductivity will be reduced as well. According to experimental data, the thermo-conductivity of concrete is not affected by amount of nano-clay added. Since only a very small amount of nano-clay is added, the speciality found in most nano-materials was not produced in this research.

參考文獻


11.危時秀,「普通混凝土熱傳導性質之研究」,私立中原大學碩士論文,2002。
10.余秉宥,「添加奈米改質黏土之水泥砂漿鬆弛行為」,國立成功大學碩士論文,2004。
15.吳英信,「在無對流影響下混凝土熱傳導研究」, 私立中原大學碩士論文,2003。
19.A.M. Neville, “Properties of Concrete”,London,(1986)。
8.M. Alexandre, P.Dubois, “Polymer-layered silicate nanocomposites: preparation, properties and uses of a new class of materials”, Materials Science and Engineering, 28, 1-63, 2000.

被引用紀錄


洪敏琮(2006)。營建廢棄物應用於高性能混凝土之研究〔碩士論文,中原大學〕。華藝線上圖書館。https://doi.org/10.6840/cycu200600393
翁振剛(2010)。奈米碳管/氮化硼/聚醯亞胺複合材料之研究〔碩士論文,朝陽科技大學〕。華藝線上圖書館。https://www.airitilibrary.com/Article/Detail?DocID=U0078-0601201112113727

延伸閱讀