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复合混凝土最优配合比设计及其抗冻性能研究
引用本文:杜天玲,孙庆合,牛宇涛.复合混凝土最优配合比设计及其抗冻性能研究[J].宁夏工程技术,2007,6(4):385-388.
作者姓名:杜天玲  孙庆合  牛宇涛
作者单位:1. 交通部公路科学研究院,北京,100088
2. 宁夏大学,土木与水利工程学院,宁夏,银川,750021
摘    要:为了探讨在混凝土中掺入钢渣、粉煤灰、矿渣等材料对混凝土冻融破坏的作用机理,采用宁夏地区工业废料作为混凝土的掺合料,通过正交试验及混凝土抗冻性能试验,确定出了混凝土最优配合比为A1B2C3D3E3.由宏观和微观试验结果表明:优化钢渣、粉煤灰、矿渣掺量后制备的复合混凝土强度增长显著;经100次的冻融试验,抗冻效果比基准混凝土显著.

关 键 词:混凝土  钢渣  粉煤灰  矿渣  复合  强度  抗冻性
文章编号:1671-7244(2007)04-0385-04
收稿时间:2007-09-03
修稿时间:2007年9月3日

A study on optimum mixture ratio design and frost resistance of compound concrete
DU Tian-ling,SUN Qing-he,NIU Yu-tao.A study on optimum mixture ratio design and frost resistance of compound concrete[J].Ningxia Engineering Technology,2007,6(4):385-388.
Authors:DU Tian-ling  SUN Qing-he  NIU Yu-tao
Abstract:In this paper,making use of waste materials(fly-ash,slag,steel dregs) of industry in Ninxia,the frost-resistance performance of compound concrete was studied by means of orthogonal experimental design.Through variance analysis,the theoretical optimum project of concrete proportion had been determined: A1B2C3D3E3.Results of research by macrostructures and microstructures showed that strength of concrete with steel slag,and fly-ash contents of optimization has increased in evidence.By testing of 100 times freezing-thawing experiments,the frost-resistant capability of compound concrete is better than that of common concrete.
Keywords:concrete  steel scoria  fly ash  slag  compound  strength  frost-resistance
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