Please use this identifier to cite or link to this item: http://hdl.handle.net/11455/15808
標題: 卜作嵐摻料對硬固混凝土超音波波速與抗壓強度關係性之影響
The Influence of Pozzolanic Materials on the Relationship between the Ultrasonic Pulse Velocity and Compressive Strength of Hardened Concrete
作者: 廖昶陵
Liao, Chang-Ling
關鍵字: pozzolanic;卜作嵐;ultrasonic pulse velocity;compressive strength;超音波;抗壓強度
出版社: 土木工程學系所
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摘要: 
本文之目的在於探討卜作嵐摻料(Pozzolans)對硬固混凝土超音波波速與抗壓強度之影響,由先前之研究發現,當得知混凝土的粗骨材用量及量測其超音波波速,可利用公式推估混凝土硬固後之抗壓強度,但其論文只有探討純水泥材料,並無添加卜作嵐掺料,所以本文將其延伸至添加卜作嵐摻料後,利用公式推估混凝土硬固後抗壓強度之可行性。
首先選用混凝土配比為粗骨材含量為36%與40%,水灰比為0.4與0.6,漿體量為30%與35%,製作混凝土圓柱試體,分別在齡期為1、3、7、14、28及56天時對混凝土圓柱試體進行超音波波速量測及抗壓強度試驗,利用粗骨材含量及超音波波速代入公式可得混凝土硬固後之預估強度,將其與實際抗壓強度做比較。
實驗結果顯示,選用配比之56天硬固預估強度與實際抗壓強度間的誤差有99%在±15以內,所以混凝土添加卜作嵐摻料後,利用先前針對普通混凝土建立之公式推估卜作嵐混凝土硬固後抗壓強度是可行的。

The purpose of this thesis is to investigate the influence of pozzolanic materials on the relationship between the ultrasonic pulse velocity and compressive strength of hardened concrete. According to previous studies, it is found that when the coarse aggregate content is known, with the measured ultrasonic pulse velocity (UPV) of concrete, the compressive strength of hardened concrete can be estimated by using the established UPV-strength relationship. However, only cement material was considered in the previous studies. In this thesis, the pozzolanic materials were added in concrete to investigate the feasibility of using the same UPV-strength relationship to estimate the compressive strength of hardened concrete containing pozzolanic materials.
First, the specimens used in the studies were made of concrete with coarse aggregate content of 36% and 40%, and water/cement ratios of 0.4 and 0.6, and paste content of 30% and 35%. These specimens were tested at 1, 3, 7, 14, 28 and 56 days. The measured UPV values were used to estimate the compressive strengths of concrete with various mixture proportions through the previously established UPV-strength relationship curves. The estimated strengths were compared with the actual compression strengths obtained from compression tests on concrete cylinders.
The experimental results show that these curves were verified to be suitable for prediction of hardened pozzolanic concrete strength with a measured UPV value. Almost all the estimated values just have a relative error within 15% compared to the actual strength of the concrete cylinders with an age of 56 days. Therefore, the UPV-strength relationship originally established for normal concrete can be also applicable to the concrete containing pozzolanic materials.
URI: http://hdl.handle.net/11455/15808
其他識別: U0005-2108200816565900
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