Effect of binder-to-sand ratio for dicalcium silicate mortar on its restoration properties for sandstone cultural relics

IF 8 1区 工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY
Xiaofei Wang , Zhen Huo , Qiao Shi , Hongjie Luo , Zhenbin Xie , Shidong Ji
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Abstract

Controlling volumetric stability of the repair material itself, along with its bonding performance to the sandstone cultural relic substrate, are critical aspects for achieving effective restoration. In our previous study, a home-made dicalcium silicate (Ca2SiO4, C2S) clinker exhibited very high hydraulic activity was recommended as a potential candidate conservation material for sandstone cultural relics. Here, the hydration process and related composition of dicalcium silicate pastes were monitored for a long period over one year. By examining the microstructural evolution of the interfacial transition zone with varying binder-to-sand ratios and curing times, the relationship between the intrinsic strength of the repair materials, bonding strength, and the location of fracture surfaces was established. The results indicated that the incorporation of aggregate can effectively addressed the problem of volumetric stability during the curing of neat paste. Furthermore, by varying binder-to-sand ratio the bonding strength and fracture location could be regulated, which was important for avoiding restorative damage risks to cultural relics. It was found that the particles on the sandstone surface could actively promote the hydration process of dicalcium silicate and further lead to increase the strength of the interfacial transition zone overpassing that of the dicalcium silicate paste itself. Even though the incorporation of sand hinders the effective bonding between dicalcium silicate cementitious material and sandstone initially, the subsequently formed hydration products during curing, especially C-S-H gel, could densify the interfacial transition zone and thereby significantly improve bonding strength, which was the reason for explaining the continuously change and migration of the fracture position over time.
硅酸盐二钙砂浆胶砂比对砂岩文物修复性能的影响
控制修复材料本身的体积稳定性,以及其与砂岩文物基材的粘合性能,是实现有效修复的关键方面。在我们之前的研究中,一种具有很高水力活性的国产硅酸二钙(Ca2SiO4, C2S)熟料被推荐为砂岩文物保护的潜在候选材料。在此,对硅酸二钙膏体的水化过程和相关成分进行了长达一年的监测。通过研究不同胶砂比和固化时间下界面过渡区的微观结构演变,建立了修复材料的固有强度、结合强度和断口位置之间的关系。结果表明,骨料的掺入可以有效地解决纯浆固化过程中的体积稳定性问题。此外,通过改变胶砂比可以调节粘结强度和断裂位置,这对避免文物修复损伤风险具有重要意义。研究发现,砂岩表面的颗粒能够积极促进硅酸二钙的水化过程,并进一步导致界面过渡区强度的增加,超过硅酸二钙膏体本身的强度。尽管砂粒的掺入阻碍了硅酸二钙胶凝材料与砂岩最初的有效结合,但在固化过程中随后形成的水化产物,尤其是C-S-H凝胶,可以使界面过渡区更加致密,从而显著提高结合强度,这也是裂缝位置随时间不断变化和迁移的原因。
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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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