Xiaofei Wang , Zhen Huo , Qiao Shi , Hongjie Luo , Zhenbin Xie , Shidong Ji
{"title":"硅酸盐二钙砂浆胶砂比对砂岩文物修复性能的影响","authors":"Xiaofei Wang , Zhen Huo , Qiao Shi , Hongjie Luo , Zhenbin Xie , Shidong Ji","doi":"10.1016/j.conbuildmat.2025.143806","DOIUrl":null,"url":null,"abstract":"<div><div>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 (Ca<sub>2</sub>SiO<sub>4</sub>, C<sub>2</sub>S) 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.</div></div>","PeriodicalId":288,"journal":{"name":"Construction and Building Materials","volume":"497 ","pages":"Article 143806"},"PeriodicalIF":8.0000,"publicationDate":"2025-10-03","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Effect of binder-to-sand ratio for dicalcium silicate mortar on its restoration properties for sandstone cultural relics\",\"authors\":\"Xiaofei Wang , Zhen Huo , Qiao Shi , Hongjie Luo , Zhenbin Xie , Shidong Ji\",\"doi\":\"10.1016/j.conbuildmat.2025.143806\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><div>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 (Ca<sub>2</sub>SiO<sub>4</sub>, C<sub>2</sub>S) 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.</div></div>\",\"PeriodicalId\":288,\"journal\":{\"name\":\"Construction and Building Materials\",\"volume\":\"497 \",\"pages\":\"Article 143806\"},\"PeriodicalIF\":8.0000,\"publicationDate\":\"2025-10-03\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Construction and Building Materials\",\"FirstCategoryId\":\"5\",\"ListUrlMain\":\"https://www.sciencedirect.com/science/article/pii/S0950061825039571\",\"RegionNum\":1,\"RegionCategory\":\"工程技术\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q1\",\"JCRName\":\"CONSTRUCTION & BUILDING TECHNOLOGY\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Construction and Building Materials","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S0950061825039571","RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"CONSTRUCTION & BUILDING TECHNOLOGY","Score":null,"Total":0}
Effect of binder-to-sand ratio for dicalcium silicate mortar on its restoration properties for sandstone cultural relics
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.
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.