Deterioration behavior and microevolution of limestone-calcined Hwangtoh clay cement (LC3) with wollastonite after high-temperature exposure

IF 7.4 1区 工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY
Yi-Sheng Wang , Taewan Kim , Runsheng Lin , Xiao-Yong Wang
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Abstract

This study utilized the high-temperature stability of wollastonite to effectively optimize the high-temperature durability of limestone-calcined Hwangtoh clay cement (LC3). Wollastonite was used to replace limestone in LC3 at ratios of 1/3, 2/3, and 3/3. Various tests were performed on the wollastonite-based LC3 and OPC at the macro–micro scale. The thermal stability and pore structure of the pastes were tested. The residual strength, ultrasonic pulse velocity, and surface cracks after exposure to 105, 300, 500, and 900 °C were studied. The microstructure was observed by scanning electron microscopy. The evolution of the composition at high temperatures was analyzed via X-ray diffraction and Fourier transform infrared spectroscopy. The results indicated that wollastonite is much more stable than the hydration products and limestone. Wollastonite still maintained its intact structure even at 900 °C. Reducing the amount of limestone increased the thermal stability of LC3 and considerably reduced decomposition between 520 and 800 °C. In addition, wollastonite increases pore connectivity by lowering the synergistic effect, which is beneficial for the release of vapor pressure. Compared with those of conventional LC3, the residual strength and surface cracking of wollastonite-based LC3 after exposure to high temperatures were improved. Above 900 °C, the high-temperature decomposition products of LC3 were calcium silicate (CnS), a part of gehlenite, and a small amount of wollastonite, whereas the decomposition products of OPC were mainly CnS and CaO.
石灰石-硅灰石煅烧黄陶粘土水泥(LC3)高温暴露后劣化行为及微演化
本研究利用硅灰石的高温稳定性,对石灰石煅烧黄陶粘土水泥(LC3)的高温耐久性进行了有效优化。硅灰石以1/3、2/3和3/3的比例代替LC3中的石灰石。对硅灰石基LC3和OPC进行了宏微观尺度的试验研究。对膏体的热稳定性和孔隙结构进行了测试。研究了105℃、300℃、500℃和900℃下的残余强度、超声脉冲速度和表面裂纹。通过扫描电镜观察其微观结构。通过x射线衍射和傅里叶变换红外光谱分析了该成分在高温下的演变。结果表明,硅灰石比水化产物和石灰石更稳定。硅灰石即使在900°C时仍保持其完整的结构。减少石灰石的数量增加了LC3的热稳定性,并大大减少了520至800°C之间的分解。此外,硅灰石通过降低协同效应提高孔隙连通性,有利于蒸汽压的释放。与传统LC3相比,硅灰石基LC3高温后的残余强度和表面开裂性能均有所改善。900℃以上,LC3的高温分解产物为硅酸钙(CnS),部分辉长岩和少量硅灰石,而OPC的高温分解产物主要为CnS和CaO。
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来源期刊
Construction and Building Materials
Construction and Building Materials 工程技术-材料科学:综合
CiteScore
13.80
自引率
21.60%
发文量
3632
审稿时长
82 days
期刊介绍: Construction and Building Materials offers an international platform for sharing innovative and original research and development in the realm of construction and building materials, along with their practical applications in new projects and repair practices. The journal publishes a diverse array of pioneering research and application papers, detailing laboratory investigations and, to a limited extent, numerical analyses or reports on full-scale projects. Multi-part papers are discouraged. Additionally, Construction and Building Materials features comprehensive case studies and insightful review articles that contribute to new insights in the field. Our focus is on papers related to construction materials, excluding those on structural engineering, geotechnics, and unbound highway layers. Covered materials and technologies encompass cement, concrete reinforcement, bricks and mortars, additives, corrosion technology, ceramics, timber, steel, polymers, glass fibers, recycled materials, bamboo, rammed earth, non-conventional building materials, bituminous materials, and applications in railway materials.
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