非金属矿
非金屬礦
비금속광
Non-Metallic Mines
2015年
5期
27-30
,共4页
周梅%王然%陈冲%赵华民%瞿宏霖
週梅%王然%陳遲%趙華民%瞿宏霖
주매%왕연%진충%조화민%구굉림
热活化煤矸石%煅烧煤矸石%自燃煤矸石%矿物掺合料%高强混凝土
熱活化煤矸石%煅燒煤矸石%自燃煤矸石%礦物摻閤料%高彊混凝土
열활화매안석%단소매안석%자연매안석%광물참합료%고강혼응토
thermal activation coal gangue%calcined coal gangue%spontaneous combustion gangue%mineral admixtures%high strength concrete
通过研究未燃煤矸石的煅烧温度、恒温时间以及细度对煤矸石-水泥胶砂强度的影响,制备煅烧煤矸石矿物掺合料,并检验胶砂流动度。在此基础上,研究热活化煤矸石掺合料(包括煅烧和自燃煤矸石两种)与其他掺合料复掺的品种、比例以及减水剂掺量对高强混凝土工作性和强度的影响。结果表明:热活化煤矸石粉与硅灰复掺,在高效减水剂共同作用下,配制预拌高强混凝土可行。热活化煤矸石与硅灰复掺,混凝土7 d、28 d抗压强度都明显高于粉煤灰和硅灰复掺。其中掺合料复掺品种及掺量对高强混凝土7 d抗压强度影响非常显著,随着热活化煤矸石粉掺量的递增,混凝土强度明显递增。复掺品种对混凝土28 d劈拉强度影响显著。热活化煤矸石与硅灰复掺对新拌混凝土坍落度的改善不及粉煤灰与硅灰复掺,但能满足预拌混凝土大流动性的施工要求。
通過研究未燃煤矸石的煅燒溫度、恆溫時間以及細度對煤矸石-水泥膠砂彊度的影響,製備煅燒煤矸石礦物摻閤料,併檢驗膠砂流動度。在此基礎上,研究熱活化煤矸石摻閤料(包括煅燒和自燃煤矸石兩種)與其他摻閤料複摻的品種、比例以及減水劑摻量對高彊混凝土工作性和彊度的影響。結果錶明:熱活化煤矸石粉與硅灰複摻,在高效減水劑共同作用下,配製預拌高彊混凝土可行。熱活化煤矸石與硅灰複摻,混凝土7 d、28 d抗壓彊度都明顯高于粉煤灰和硅灰複摻。其中摻閤料複摻品種及摻量對高彊混凝土7 d抗壓彊度影響非常顯著,隨著熱活化煤矸石粉摻量的遞增,混凝土彊度明顯遞增。複摻品種對混凝土28 d劈拉彊度影響顯著。熱活化煤矸石與硅灰複摻對新拌混凝土坍落度的改善不及粉煤灰與硅灰複摻,但能滿足預拌混凝土大流動性的施工要求。
통과연구미연매안석적단소온도、항온시간이급세도대매안석-수니효사강도적영향,제비단소매안석광물참합료,병검험효사류동도。재차기출상,연구열활화매안석참합료(포괄단소화자연매안석량충)여기타참합료복참적품충、비례이급감수제참량대고강혼응토공작성화강도적영향。결과표명:열활화매안석분여규회복참,재고효감수제공동작용하,배제예반고강혼응토가행。열활화매안석여규회복참,혼응토7 d、28 d항압강도도명현고우분매회화규회복참。기중참합료복참품충급참량대고강혼응토7 d항압강도영향비상현저,수착열활화매안석분참량적체증,혼응토강도명현체증。복참품충대혼응토28 d벽랍강도영향현저。열활화매안석여규회복참대신반혼응토담락도적개선불급분매회여규회복참,단능만족예반혼응토대류동성적시공요구。
Through the study of calcining temperature, grinding time and ifneness on calcined gangue-cement glue sand strength to preparate coal-gangue admixture. The effects of species and proportion of admixture and water-reducer dosage on workability and the strength of concrete was studied on this basis. The results showed that spontaneous or calcined coal gangue powder mixed with silica fume could be used to prepare ready mixed high strength-concrete. The compressive strengths of the concrete with coal gangue -silica fume at 7 d and 28 d were signiifcantly higher than that with lfy ash-silica fume. The results indicated that there was a signiifcant effect of species and dosage of admixture on the compressive strengths of high strength concrete at 7 d. With the dosage of calcined coal gangue increasing, the concrete strength increased signiifcantly. There was a signiifcant effect of species and dosage of admixture on the splitting tensile strength of concrete at 28 d. Although the slump of the concrete mixture with coal gangue-silica fume was inferior to that with lfy ash-silica fume, but it could still satisfy the requirements of ready mixed concrete.