用塑料光纤传感器监测混凝土/砂浆的硬化:基础实验和数据解释

Q4 Environmental Science
Haihua Zhang, A. Ogata, H. Tezuka, S. Kanamori, Shunichi Shimizu, Lin An, S. Akutagawa
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引用次数: 0

摘要

在新奥法隧道设计与施工中,早期衬砌混凝土的实际抗压强度是至关重要的,它决定了衬砌混凝土的脱模时间和未来的耐久性。现浇混凝土水化反应程度可作为评价混凝土强度发展的有用参考。基于现场可视化的概念,提出了一种利用塑料光纤(POF)传感器监测新拌混凝土/砂浆硬化过程的新方法。从概念上说明了传感原理。通过基础实验研究了POF传感器传感面反射可见光强度在混凝土/砂浆早期水化过程中的变化规律。并对典型影响因素进行了研究。POF传感器能很好地观察混凝土/砂浆早期水化过程。POF传感器安装方向对光强变化规律有显著影响。当传感器向下安装时,光强先下降,但在几小时内迅速上升,这反映了硬化混凝土/砂浆中自由水消失后的阶段演变。当传感器向上设置时,光强在第一阶段下降,然后随时间缓慢增长。此外,通过引入标称折射率(NRI)来表征混凝土水化过程,NRI可由实测光强计算得到。因此,根据混凝土的NRI曲线(传感器安装时向上)大致可以将混凝土的水化过程分为三个阶段,这与混凝土水化过程的常识相吻合。最后,对今后的工作进行了简要的讨论。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
MONITORING OF THE HARDENING OF CONCRETE/MORTAR USING PLASTIC OPTICAL FIBER SENSORS: FUNDAMENTAL EXPERIMENT AND DATA INTERPRETATION
In the New Austrian Tunneling Method (NATM) of tunnel design and construction, it is important to know the actual compressive strength of lining concrete at early ages, which determines the time of demold-ing and its future durability. The degree of hydration reaction of in-place concrete is regarded as a useful reference to estimate the development of the strength of concrete. Based on the concept of On-Site Visualization, this paper presents a new approach to monitoring the hardening progress of fresh concrete/mortar using plastic optical fiber (POF) sensors. The principle of sensing is illustrated conceptually. The fundamental experiments were carried out to investigate the change in the visible light intensity reflected from the sensing plane of POF sensor during the hydration of concrete/mortar at early ages. The typical influence factors were also studied. The hydration process of concrete/mortar at early ages was well observed by the POF sensors. The direction of POF sensor installation had a significant effect on the pattern of light intensity change. When the sensor was installed pointing downwards, the light intensity dropped at first but increased rapidly in a few hours, which indicated the phase evolution when the free water disappeared in the hardening concrete/mortar. While the sensor was set up pointing upwards, the light intensity dropped in the first stage and then grew up slowly with time. Furthermore, the hydration process of concrete was characterized by introducing the nominal refractive index (NRI), which could be calculated from the measured light intensity. Thus, the hydration of concrete could be divided into three stages approximately according to the curve of NRI of concrete (when the sensor was installed pointing upwards), which coincided with the common knowledge of the concrete hydration process. Finally, the future work is discussed briefly.
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来源期刊
Journal of Japan Society of Civil Engineers
Journal of Japan Society of Civil Engineers Environmental Science-Environmental Engineering
CiteScore
0.60
自引率
0.00%
发文量
34
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