研究煅烧粘土的煅烧温度和研磨时间对LC3混凝土力学性能和耐久性的影响

IF 2.7 Q2 CONSTRUCTION & BUILDING TECHNOLOGY Infrastructures Pub Date : 2023-10-02 DOI:10.3390/infrastructures8100139
Sina Nasiri, Rahmat Madandoust, Malek Mohammad Ranjbar
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引用次数: 0

摘要

煅烧温度和研磨时间对石灰石-煅烧粘土混凝土(LC3)的力学性能和耐久性的影响至关重要。在本研究中,煅烧粘土的温度范围为700°C至900°C,研磨时间为15至120分钟。本研究通过对LC3混凝土进行180天的快速氯化物迁移试验来检验其抗压强度和抗氯化物渗透能力。结果表明,在800°C下煅烧120 min的粘土比表面积最高。此外,添加粘土的LC3混凝土在800°C下煅烧60分钟的抗压强度超过了其他所研究的混合物。此外,在800℃下煅烧粘土120 min制备的LC3混凝土的氯离子扩散系数低于其他混合料。
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Investigating the Calcination Temperature and Grinding Time of Calcined Clay on the Mechanical Properties and Durability of LC3 Concrete
The impact of the calcination temperature and grinding time on the mechanical properties and durability of limestone-calcined clay concrete (LC3) is crucial. In this research, calcined clay was produced within the temperature range of 700 °C to 900 °C, and the grinding time varied from 15 to 120 min. This study examines compressive strength and chloride penetration resistance using the rapid chloride migration test on LC3 concrete over a period of 180 days. The findings reveal that clay calcined at 800 °C for 120 min exhibited the highest specific surface area compared to other calcined clays. Furthermore, the compressive strength of LC3 concrete incorporating clay calcined at 800 °C for 60 min surpassed that of other mixtures investigated. Additionally, the chloride diffusion coefficient of LC3 concrete with calcined clay prepared at 800 °C for 120 min was lower than other mixtures.
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来源期刊
Infrastructures
Infrastructures Engineering-Building and Construction
CiteScore
5.20
自引率
7.70%
发文量
145
审稿时长
11 weeks
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