水泥水化會產生大量二氧化碳，如何減少水泥的用量在配比設計中一個重要的考量，本研究探討添加稻殼灰於水泥砂漿後的力學與耐久性質。試驗過程中，先於不同溫度(400-1000%°C)下燃燒稻殼，將稻殼灰研磨後進行X光繞射分析試驗，結果顯示在800和1000 °C的溫度下，晶形二氧化矽繞射強度高。大量產出稻殼灰後，首先進行CNS 3036規範所提及的相關試驗，目的在於檢測稻殼灰的可用性。結果顯示稻殼灰的性質符合規範所要求的。接著以ACI配比設計水灰比0.6的水泥砂漿，分別用5%、10%和20%的稻殼灰體積取代水泥進行抗壓強度，結果顯示添加比例10%的效益最為明顯，但是使用800和1000 °C鍛燒溫度下的稻殼灰無明顯差異。耐久性試驗中，結果顯示無論溫度條件(800或1000 °C)和取代比例(5-20%)，乾縮增加量並沒有明顯的變化，但是可抑制因鹼矽粒料反應所造成的膨脹，在取代量10%的時候即可有效減少膨脹量88%，而取代量到20%時的膨脹量微乎其微，其中使用鍛燒溫度800 °C的稻殼灰抑制鹼矽粒料反應比溫度1000 °C的稻殼灰效果好。

This study explores the mechanical properties and durability of mortar with rice husk ash. During the experiments, the rice husk was calcined under different temperature (400-1000%°C) and then ground for XRD analyses. Results showed that the crystalline silica existed at temperature of 800 and 1000 °C. After large amounts of rice husk ash were produced, experiments in accordance to CNS 3036 were conducted to explore the feasibility of the rice husk ash. Results showed that the properties of the rice husk ash met the requirements. Then, the mortar was prepared at w/c of 0.6 using ACI mix design, the cement in mortar was replaced by rice husk ash by 5%, 10% and 20% by volume, and the compressive strengths of the mortar were conducted. Results showed that the 10% was the optimum. There were no significant differences in specimens with rice husk ash calcined under 800 and 1000 °C. During the durability measurements, results showed that the shrinkage did not change significantly with the temperature (800 or 1000 °C) and dosage of the rice husk ash (5-20%) but the expansion due to the alkali-silica reaction was effectively inhibited at 10% by 88%. Little expansion was found at 20%. Rice husk ash calcined by 800 °C had better inhibition on ASR expansion than that calcined by 1000 °C.

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