金属矿山
金屬礦山
금속광산
METAL MINE
2015年
7期
168-172
,共5页
邱景平%刘骎%邢军%孙晓刚
邱景平%劉骎%邢軍%孫曉剛
구경평%류침%형군%손효강
煤矸石陶粒%轻集料混凝土%体积稳定性%减缩剂%预湿%收缩率
煤矸石陶粒%輕集料混凝土%體積穩定性%減縮劑%預濕%收縮率
매안석도립%경집료혼응토%체적은정성%감축제%예습%수축솔
Coal gangue ceramsite%Lightweight aggregate%Volume stability%Shrinkage reducing agent%Pre-wetting%Shrinkage rate
开展煤矸石陶粒替代普通碎石骨料制备轻集料混凝土的研究有助于推动建材向轻质、高强、隔热方向发展。在总结轻集料混凝土的研究和应用现状、体积收缩种类、收缩机理及其改善措施的基础上,研究了减缩剂、陶粒预湿对煤矸石陶粒轻集料混凝土体积稳定性的影响。试验结果表明:无论是增加减缩剂掺量还是提高煤矸石陶粒预湿程度,煤矸石陶粒轻集料混凝土试件的收缩率均明显下降、体积稳定性均明显改善;二者复合应用更有利于降低试件的收缩率、提高试件的稳定性。该研究对煤矸石陶粒轻集料混凝土的推广应用具有指导意义。
開展煤矸石陶粒替代普通碎石骨料製備輕集料混凝土的研究有助于推動建材嚮輕質、高彊、隔熱方嚮髮展。在總結輕集料混凝土的研究和應用現狀、體積收縮種類、收縮機理及其改善措施的基礎上,研究瞭減縮劑、陶粒預濕對煤矸石陶粒輕集料混凝土體積穩定性的影響。試驗結果錶明:無論是增加減縮劑摻量還是提高煤矸石陶粒預濕程度,煤矸石陶粒輕集料混凝土試件的收縮率均明顯下降、體積穩定性均明顯改善;二者複閤應用更有利于降低試件的收縮率、提高試件的穩定性。該研究對煤矸石陶粒輕集料混凝土的推廣應用具有指導意義。
개전매안석도립체대보통쇄석골료제비경집료혼응토적연구유조우추동건재향경질、고강、격열방향발전。재총결경집료혼응토적연구화응용현상、체적수축충류、수축궤리급기개선조시적기출상,연구료감축제、도립예습대매안석도립경집료혼응토체적은정성적영향。시험결과표명:무론시증가감축제참량환시제고매안석도립예습정도,매안석도립경집료혼응토시건적수축솔균명현하강、체적은정성균명현개선;이자복합응용경유리우강저시건적수축솔、제고시건적은정성。해연구대매안석도립경집료혼응토적추엄응용구유지도의의。
Investigation that lightweight aggregate concrete with coal gangue ceramsite replace ordinary gravel is helpful for development direction of building materials to light quality,high strength,heat insulation. Based on the summary of present research and application status,volume shrink type,shrinkage mechanism,and the improvement measures on lightweight aggre-gate concrete,the influences of shrinkage reducing agent,ceramsite pre-wetting degree on volume stability of coal gangue ce-ramsite lightweight aggregate concrete were studied. The results indicated that no matter increase the shrinkage reducing agent dosage or improve the pre-wetting degree on coal gangue ceramsite lightweight aggregate concrete,the shrinkage rate were sig-nificantly decreased,and the volume stability were improved obviously. The composite application of the two is more conducive to reducing shrinkage rate,improving the volume stability of the specimen. The research results have guiding significance to the application of coal gangue ceramsite lightweight aggregate concrete.