Zhiming Ma , Yuanhui Wu , Dingyi Yang , Kun Fang , Shaodan Hou , Yunyun Dai , Changqing Wang
{"title":"再生砖粉替代全再生地聚合物前驱体和砂的升级利用:从微观到宏观","authors":"Zhiming Ma , Yuanhui Wu , Dingyi Yang , Kun Fang , Shaodan Hou , Yunyun Dai , Changqing Wang","doi":"10.1016/j.conbuildmat.2025.141300","DOIUrl":null,"url":null,"abstract":"<div><div>Upcycling of recycled brick powder (RBP) as an eco-friendly precursor for sustainable geopolymer is an effective pathway for the high-value recycling of clay brick waste. This study investigates the feasibility of preparing completely recycled geopolymer by substituting RBP for both FA-GGBS precursors and river sand (RS), aiming to optimize the RBP substitution method and percentages to achieve a sustainable geopolymer with high performance, as well as to reduce the demand for precursors and RS. RBP exhibits certain alkali-activation reactivity and favorable micro-aggregate filling effects, demonstrating the potential to simultaneously replace both the precursor and aggregate. Substituting a high proportion of RBP for precursors is detrimental to the geopolymerization reaction, resulting in a deterioration in the micro-macro properties of geopolymer. However, replacing an appropriate amount of RS with RBP can refine the microstructure and enhance the mechanical strength and permeability resistance of geopolymer. At an appropriate substitution rate of RBP, the positive effects of replacing RS with RBP on the geopolymer performance can offset the adverse effects of replacing precursors with RBP. By optimizing the RBP substitution percentages for precursors and RS, completely recycled geopolymer meeting various performance requirements can be prepared. When the RBP substitution rate for precursor-RS is 0 %-0 %, 30 %-0 %, 0 %-30 %, 30 %-30 %, and 50 %-50 %, the 28-day compressive strengths of the blending geopolymer are 69.0, 63.3, 78.1, 67.4, and 55.0 MPa, respectively.</div></div>","PeriodicalId":288,"journal":{"name":"Construction and Building Materials","volume":"476 ","pages":"Article 141300"},"PeriodicalIF":8.0000,"publicationDate":"2025-04-14","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Upcycling of recycled brick powder as a substitute for precursor and sand in completely recycled geopolymer: From micro to macro perspective\",\"authors\":\"Zhiming Ma , Yuanhui Wu , Dingyi Yang , Kun Fang , Shaodan Hou , Yunyun Dai , Changqing Wang\",\"doi\":\"10.1016/j.conbuildmat.2025.141300\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><div>Upcycling of recycled brick powder (RBP) as an eco-friendly precursor for sustainable geopolymer is an effective pathway for the high-value recycling of clay brick waste. This study investigates the feasibility of preparing completely recycled geopolymer by substituting RBP for both FA-GGBS precursors and river sand (RS), aiming to optimize the RBP substitution method and percentages to achieve a sustainable geopolymer with high performance, as well as to reduce the demand for precursors and RS. RBP exhibits certain alkali-activation reactivity and favorable micro-aggregate filling effects, demonstrating the potential to simultaneously replace both the precursor and aggregate. Substituting a high proportion of RBP for precursors is detrimental to the geopolymerization reaction, resulting in a deterioration in the micro-macro properties of geopolymer. However, replacing an appropriate amount of RS with RBP can refine the microstructure and enhance the mechanical strength and permeability resistance of geopolymer. At an appropriate substitution rate of RBP, the positive effects of replacing RS with RBP on the geopolymer performance can offset the adverse effects of replacing precursors with RBP. By optimizing the RBP substitution percentages for precursors and RS, completely recycled geopolymer meeting various performance requirements can be prepared. When the RBP substitution rate for precursor-RS is 0 %-0 %, 30 %-0 %, 0 %-30 %, 30 %-30 %, and 50 %-50 %, the 28-day compressive strengths of the blending geopolymer are 69.0, 63.3, 78.1, 67.4, and 55.0 MPa, respectively.</div></div>\",\"PeriodicalId\":288,\"journal\":{\"name\":\"Construction and Building Materials\",\"volume\":\"476 \",\"pages\":\"Article 141300\"},\"PeriodicalIF\":8.0000,\"publicationDate\":\"2025-04-14\",\"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/S0950061825014485\",\"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/S0950061825014485","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}
Upcycling of recycled brick powder as a substitute for precursor and sand in completely recycled geopolymer: From micro to macro perspective
Upcycling of recycled brick powder (RBP) as an eco-friendly precursor for sustainable geopolymer is an effective pathway for the high-value recycling of clay brick waste. This study investigates the feasibility of preparing completely recycled geopolymer by substituting RBP for both FA-GGBS precursors and river sand (RS), aiming to optimize the RBP substitution method and percentages to achieve a sustainable geopolymer with high performance, as well as to reduce the demand for precursors and RS. RBP exhibits certain alkali-activation reactivity and favorable micro-aggregate filling effects, demonstrating the potential to simultaneously replace both the precursor and aggregate. Substituting a high proportion of RBP for precursors is detrimental to the geopolymerization reaction, resulting in a deterioration in the micro-macro properties of geopolymer. However, replacing an appropriate amount of RS with RBP can refine the microstructure and enhance the mechanical strength and permeability resistance of geopolymer. At an appropriate substitution rate of RBP, the positive effects of replacing RS with RBP on the geopolymer performance can offset the adverse effects of replacing precursors with RBP. By optimizing the RBP substitution percentages for precursors and RS, completely recycled geopolymer meeting various performance requirements can be prepared. When the RBP substitution rate for precursor-RS is 0 %-0 %, 30 %-0 %, 0 %-30 %, 30 %-30 %, and 50 %-50 %, the 28-day compressive strengths of the blending geopolymer are 69.0, 63.3, 78.1, 67.4, and 55.0 MPa, respectively.
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.