期刊文献+

淤泥再生高强度轻质骨材开发 被引量:4

Development of Lightweight Sintered Aggregate in High-Strength High-Workability Lightweight Concrete from Recycled Sludge
下载PDF
导出
摘要 目的利用水库淤泥,烧结再生高强度轻质骨材,取代混凝土配比中天然石材.方法试体经过X光绕射仪分析淤泥成分,并以阿太保限界理念进行试验取得最佳造粒含水量,经反复进行不同温度烧结,取得烧制高强度轻质骨材最适宜温度为1 150~1 200℃.结果笔者研发的轻质骨材的莫式硬度介于7~8,单颗粒的抗压强度为21.53~33.2 MPa,吸水率为0.5%.结论经反复测试,淤泥成分只要符合美国Riley所提范围内,均适合再制高质量轻质骨材,可取代日益稀少的天然骨材. The purpose of this study was to manufacture high strength,lightweight aggregate from reservoir sludge for replacing the natural stones in concrete by using a sintering method of reproduction.An X-ray diffractometer was used to analyze the sludge content of the specimen.The Atterberg limits test was utilized to determine the optimal water content of granules.After sintering the specimen at different temperatures,researchers found that 1 150 ℃ ~1 200 ℃was the most appropriate range of sintering temperature for the production of high strength,lightweight aggregate.Results showed that the mineral hardness of the lightweight aggregate pro-duced by this study was approximately between 7 and 8 on the Mohs scale of mineral hardness.The compres-sive strength of a single particle was between 21.53 MPa to 33.2 MPa,and the absorption rate was 0.5%.After undergoing repeated tests,as long as the sludge content meets the standards set by Riley(US),the sludge is appropriate for the reproduction of high strength,lightweight aggregate to replace increasingly scarce natural aggregate.
作者 彭予柱
出处 《沈阳建筑大学学报(自然科学版)》 CAS 北大核心 2010年第6期1161-1165,共5页 Journal of Shenyang Jianzhu University:Natural Science
基金 台湾科学委员会资源永续发展计划项目(NSC-97-0410)
关键词 水库淤泥 烧结温度 膨胀性烧结骨材 高强度轻质混凝土 reservoir sludge sintering temperature expanded sintered aggregates high-strength lightweight concrete
  • 相关文献

参考文献1

二级参考文献1

共引文献5

同被引文献12

  • 1谭克锋.轻集料及高性能轻集料混凝土的性能研究[J].同济大学学报(自然科学版),2006,34(4):472-475. 被引量:12
  • 2LU Cheng - tsung, KUO Ming - feng. Composition and Reaction Mechanism of Cement - Asphalt Mastic [ J ]. Construction and Building Materials, 2009,23 ( 7 ) : 2580 - 2585.
  • 3Asphalt Institute. Mix Design Techniques for Asphalt Concrete and Other Hot Mix Types [ M]. [ S. 1.]: Asphalt Institute, 2013.
  • 4Anderson D A, Goetz WH. Mechanical Behavior and Rein- forcement of Mineral Filler - Asphalt Mixtures [ J ]. Journal of the Association of Asphalt Paving Technologists, 2008, 42:37 - 66 .
  • 5徐美君.水库淤泥可生产建材产品[J].建材工业信息,2013,12(6):18-22.
  • 6Yu Jianying, Zeng Xuan, Wu Shaopeng. Preparation and Properties of Montmorillonite Modified Asphalts [ J 1. Materials Science and Engineering,2007,24 : 233 - 238.
  • 7LU C T,KUO MING-FENG,SHEN D H.Composition and Reaction Mechanism of Cement-Asphalt Mastic[J].Construction and Building Materials,2009,23(7):2580-2585.
  • 8MONOGRAPH.Mix Design Methods for Asphalt Concrete and Other Hot Mix Types[M].[s.n.]:Asphalt Institute(MS-2),2013.
  • 9ANDERSON D A,GOETZ W H.Mechanical Behavior and Reinforcement of Mineral Filler-Asphalt Mixtures[J].Journal of the Association of Asphalt Paving Technologists,2008,42:37-66.
  • 10YU JIANYING,ZENG XUAN,WU SHAOPENG,et al.Preparation and properties of montmorillonite modified asphalts[J].Materials Science and Engineering A,2007,447:233-238.

引证文献4

二级引证文献1

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部