城市建设理论研究(电子版)
城市建設理論研究(電子版)
성시건설이론연구(전자판)
ChengShi Jianshe LiLun Yan Jiu
2014年
24期
3594-3595
,共2页
尹雷%王振兴%聂小敏%雷盼盼
尹雷%王振興%聶小敏%雷盼盼
윤뢰%왕진흥%섭소민%뢰반반
灌浆料%流动度%强度
灌漿料%流動度%彊度
관장료%류동도%강도
grout%fluidity%strength
通过试验分析减水剂、配合比、矿物掺合料对水泥基灌浆料工作性能和力学性能的影响。结果表明:聚羧酸减水剂与水泥相容性好;粉煤灰掺量宜控制在10%以内;矿粉最佳掺量为5%。
通過試驗分析減水劑、配閤比、礦物摻閤料對水泥基灌漿料工作性能和力學性能的影響。結果錶明:聚羧痠減水劑與水泥相容性好;粉煤灰摻量宜控製在10%以內;礦粉最佳摻量為5%。
통과시험분석감수제、배합비、광물참합료대수니기관장료공작성능화역학성능적영향。결과표명:취최산감수제여수니상용성호;분매회참량의공제재10%이내;광분최가참량위5%。
The influence of superplasticizer, formulations, mineral admixtures on work performance and mechanical properties of cement-based grout was analyzed.The result showed that Polycarboxylate superplasticizer has good compatibility with the cement;the content of fly ash should be control ed within 10%;the best content of mineral was 5%.