非金属矿
非金屬礦
비금속광
NON-METALLIC MINES
2013年
1期
46-49
,共4页
樊先平%王智*%贾兴文%吴洲%黑鹏宇
樊先平%王智*%賈興文%吳洲%黑鵬宇
번선평%왕지*%가흥문%오주%흑붕우
石膏复合胶凝材料%抗压强度%钙矾石%软化系数%水化机理
石膏複閤膠凝材料%抗壓彊度%鈣礬石%軟化繫數%水化機理
석고복합효응재료%항압강도%개반석%연화계수%수화궤리
gypsum composite binder%compressive strength%ettringite%softening coefficient%hydration mechanism
石膏复合胶凝材料是由石膏与矿渣或粉煤灰、水泥等原材料配制而成的新型胶凝材料,水泥对其性能有很大影响,掺量过少不能有效激发矿渣活性,掺量过多易引起安定性不良.通过 pH 值测定和水化产物的 XRD 图谱并结合宏观试验结果,分析了水泥在石膏复合胶凝材料水化过程中的作用及机理.结果表明,水泥除自身水化外,主要为石膏复合胶凝材料体系提供钙离子和矿渣水化需要的碱性环境,能够加快矿渣活性的激发速度,缩短石膏复合胶凝材料的凝结时间;水泥掺量少,自身水化产物少且对矿渣激发不充分,不足以形成致密的网状结构,掺量过多,钙矾石生成量大,会因膨胀而破坏已形成的结构,导致强度和耐水性能降低;水泥的最佳掺量范围为7%~10%.
石膏複閤膠凝材料是由石膏與礦渣或粉煤灰、水泥等原材料配製而成的新型膠凝材料,水泥對其性能有很大影響,摻量過少不能有效激髮礦渣活性,摻量過多易引起安定性不良.通過 pH 值測定和水化產物的 XRD 圖譜併結閤宏觀試驗結果,分析瞭水泥在石膏複閤膠凝材料水化過程中的作用及機理.結果錶明,水泥除自身水化外,主要為石膏複閤膠凝材料體繫提供鈣離子和礦渣水化需要的堿性環境,能夠加快礦渣活性的激髮速度,縮短石膏複閤膠凝材料的凝結時間;水泥摻量少,自身水化產物少且對礦渣激髮不充分,不足以形成緻密的網狀結構,摻量過多,鈣礬石生成量大,會因膨脹而破壞已形成的結構,導緻彊度和耐水性能降低;水泥的最佳摻量範圍為7%~10%.
석고복합효응재료시유석고여광사혹분매회、수니등원재료배제이성적신형효응재료,수니대기성능유흔대영향,참량과소불능유효격발광사활성,참량과다역인기안정성불량.통과 pH 치측정화수화산물적 XRD 도보병결합굉관시험결과,분석료수니재석고복합효응재료수화과정중적작용급궤리.결과표명,수니제자신수화외,주요위석고복합효응재료체계제공개리자화광사수화수요적감성배경,능구가쾌광사활성적격발속도,축단석고복합효응재료적응결시간;수니참량소,자신수화산물소차대광사격발불충분,불족이형성치밀적망상결구,참량과다,개반석생성량대,회인팽창이파배이형성적결구,도치강도화내수성능강저;수니적최가참량범위위7%~10%.
? Gypsum composite binder was a new cementitious materials consisting of gypsum, slag or fly ash and cement, cement content had great effect on the performance of gypsum composite binder, too low content couldn’t stimulate the active of slag effectively, too much caused soundness problem. Therefore effect and mechanism of cement in gypsum composite binder hydration were analyzed by pH value of samples and XRD patterns of hydrated products as well as the results of macro experiment. The results showed that cement in addition to their own hydration mainly provided calcium and alkaline environment of slag hydration for gypsum composite binder systems and it could improve the speed of activating slag as well as shorten the setting time of gypsum composite binder. Low cement content couldn’t fully activate slag and generate enough hydration products to form a dense network structure, but the too much content produced a lot of ettringite and damaged the formed structure due to the expansion resulting in lower strength and water resistance. Under the conditions of this study, the best content of cement was 7% ~10%.