期刊文献+

基于工作性的混凝土配合比设计方法及应用 被引量:6

Research on mix proportion design of concrete based on workability
下载PDF
导出
摘要 满足结构设计的强度与耐久性要求的混凝土拌合物,其硬化混凝土的质量取决于新拌混凝土的工作性。不能满足工作性要求的混凝土拌合物,难以实现硬后化混凝土的强度与耐久性要求。有必要在混凝土拌合物配合比设计中进行以拌合物工作性为目标的设计,取代传统上按经验进行用水量和砂率调整的方法。为此,以新拌混凝土流变学理论为指导,建立混凝土拌合物3个结构层次的粗悬浮体模型,确定基于新拌混凝土工作性的配合比设计3个参数:水胶比(W/B)、砂浆中浆体富余系数(V_(p)/V_(os))、混凝土中砂浆富余系数(V_(m)/V_(og))。通过对实际使用过的混凝土配合比数据分析和试验验证,确定这些参数与拌合物工作性之间的关系,在满足强度和耐久性设计要求的前提下,提出基于新拌混凝土工作性要求的配合比设计方法。 Once required strength and durability of hardened concrete are determined,the workability of fresh concrete is the key to quality of hardened concrete in structure component.Instead of conventional readjusting by empirical method,a model of suspension with coarse particles for fresh concrete with superplasticizer is established based upon the theory of theology.Three factors for mix proportion design of concrete mixture based on the workability of fresh concrete are indentified.They are the water/binder(W/B),the surplus coefficient of paste(V_(p)/V_(os))and the surplus coefficient of mortar(V_(m)/V_(og)).The relation between mortar and concrete on workability and factors were studied with a lot of mix proportions used in construction projects and additional tests are added,and a method for mix proportion design of concrete mixture based on workability requirement of fresh concrete is established on the premise of meeting the design requirements of strength and durability.
作者 韩小华 HAN Xiaohua(Beijing Tiejian Yongtai New Building Materials Co.,Ltd.,Beijing 101104,China)
出处 《混凝土》 CAS 北大核心 2022年第2期60-66,70,共8页 Concrete
关键词 拌合物配合比设计 新拌混凝土工作性 浆体富余系数 砂浆富余系数 mixture proportion design of fresh concrete workability of fresh concrete surplus coefficient of paste surplus coefficient of mortar
  • 相关文献

参考文献2

二级参考文献11

  • 1[1]KANTRO D L. Influence of water-reducing admixture on properties of cement paste--a miniature slump test[J]. Cem Concr Aggregates, 1981(2): 95-102
  • 2[4]AITCIN P C, JOLICOEUR C, MACGREGOR J G. Superplasticizers: how they work and why they occasionally don't[J]. Concr Int, 1994,16(5): 45-52.
  • 3[5]LARRARD F, BOSC F, Catherine C, et al. The AFREM method for the mix design of high performance concrete[J]. Mater Struc, 1997, 30(8-9):439-446.
  • 4[6]TATTERSALL G H, BANFILL P F G. The Rheology of Fresh Concrete[M]. [s.l.]:[s.n.], 1983.
  • 5[7]MORI H, TANIGAWA Y. Simulation methods for fluidity of fresh concrete[J]. Mem School Eng Nagoya Univ, 1992, 44(1): 71-134.
  • 6[8]CHIDIAC S E, MAADANI O, RAZAQPUR A G. Controlling the quality of fresh concrete --a new approach[J]. Mag Concr Res, 2000,52(5): 353-363.
  • 7[9]郭俊萍(GUO Junping). 关于水泥的强度及其与减水剂适应性的评价方法[D]. 北京:中国建筑材料科学研究院(Beijing: China Building Materials Academcy), 2002.
  • 8[10]彭杰(PENG Jie). 混凝土耐久性和工作性设计有关方面的研究[D]. 北京:中国建筑材料科学研究院(Beijing:China Building Materials Academy), 2002.
  • 9[11]TATTERSALL G H. The Workability of Concrete[M]. [s.l.]: A Viewpoint Publication, 1971.
  • 10[12]HELMUTH R A. Structure and rheology of fresh cement paste[A]. In: Proceedings of 7th International Congress on the Chemistry of Cement[C]. Paris: [s.n.], 1980.

共引文献45

同被引文献44

引证文献6

二级引证文献9

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