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發泡劑含量與發泡形式對人行道地磚機械性質與透水性之影響

Detract from Mechanical Properties and Permeable of Sidewalk Bricks Which is Manufactured by the Quantum of Vesicatory and Epispastic Formalisation

摘要


本實驗以纖維強化不飽和聚酯樹脂/波特蘭水泥混凝土製造透水性之人行道地磚,除了進行抗壓力和抗彎強度試驗,並針對發泡劑含量及發泡形式作透水性試驗,求得更完善之實驗資料,藉由本文研究,使此新式材料廣用於人行道鋪面使用中。

並列摘要


In this thesis, by using the Fiber Reinforced UP/Portland Cement Concrete on the sidewalk bricks, we examined the data of compressive, flexural, and pervious abilities was aimed at the quantum of vesicatory and epispastic formalization. According to our experiment, we conclude that our new product can be widely used on the sidewalk with more advantages than original concrete.

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