南京理工大学学报(自然科学版)
南京理工大學學報(自然科學版)
남경리공대학학보(자연과학판)
JOURNAL OF NANJING UNIVERSITY OF SCIENCE AND TECHNOLOGY
2013年
6期
960-964
,共5页
朱平华%王新杰%伍君勇%陈春红
硃平華%王新傑%伍君勇%陳春紅
주평화%왕신걸%오군용%진춘홍
结构混凝土%再生混凝土%粗骨料%表观密度%堆积密度%吸水率
結構混凝土%再生混凝土%粗骨料%錶觀密度%堆積密度%吸水率
결구혼응토%재생혼응토%조골료%표관밀도%퇴적밀도%흡수솔
structural concrete%recycled concrete%coarse aggregate%apparent density%bulk density%water absorption ratio
为探讨将废弃混凝土反复循环再生用作结构混凝土粗骨料的可行性,试验研究了5个系列普通混凝土经二次循环制备的再生混凝土粗骨料性能。分析了其矿物与化学成分,并依据不同的粗骨料质量等级标准对试验结果进行了等级评定。结果表明:随着循环次数增加,再生混凝土粗骨料表观密度、堆积密度与吸水率降低,压碎值、吸附的砂浆质量分数与微粉质量分数增大;第二次循环再生混凝土粗骨料性能指标趋于稳定,化学成分中 CaO 质量分数增大了49.7%,SiO2与Al2 O3质量分数降低了33.90%与9.78%,满足RILEM、英国BS 标准和国标GB/T 25177-2010中结构混凝土用粗骨料性能要求。
為探討將廢棄混凝土反複循環再生用作結構混凝土粗骨料的可行性,試驗研究瞭5箇繫列普通混凝土經二次循環製備的再生混凝土粗骨料性能。分析瞭其礦物與化學成分,併依據不同的粗骨料質量等級標準對試驗結果進行瞭等級評定。結果錶明:隨著循環次數增加,再生混凝土粗骨料錶觀密度、堆積密度與吸水率降低,壓碎值、吸附的砂漿質量分數與微粉質量分數增大;第二次循環再生混凝土粗骨料性能指標趨于穩定,化學成分中 CaO 質量分數增大瞭49.7%,SiO2與Al2 O3質量分數降低瞭33.90%與9.78%,滿足RILEM、英國BS 標準和國標GB/T 25177-2010中結構混凝土用粗骨料性能要求。
위탐토장폐기혼응토반복순배재생용작결구혼응토조골료적가행성,시험연구료5개계렬보통혼응토경이차순배제비적재생혼응토조골료성능。분석료기광물여화학성분,병의거불동적조골료질량등급표준대시험결과진행료등급평정。결과표명:수착순배차수증가,재생혼응토조골료표관밀도、퇴적밀도여흡수솔강저,압쇄치、흡부적사장질량분수여미분질량분수증대;제이차순배재생혼응토조골료성능지표추우은정,화학성분중 CaO 질량분수증대료49.7%,SiO2여Al2 O3질량분수강저료33.90%여9.78%,만족RILEM、영국BS 표준화국표GB/T 25177-2010중결구혼응토용조골료성능요구。
To evaluate the feasibility of using the repeatedly recycled concrete as the coarse aggregate for structural concrete,the properties of recycled coarse aggregate prepared by recirculation of five series of natural aggregate concrete mixtures are researched. Their mineral and chemical compositions are analyzed,and the experimental results are graded according to different quality grade standards of coarse aggregate. The results show:with the increase of the recycling number,the apparent density, bulk density and water absorption ratio of the recycled coarse aggregate reduce,and the mass fraction of the attached mortar content and powder content and the crushing value increase. The performance indexes of the second repeatedly recycled coarse aggregate are steady. The mass fraction of CaO increases 49. 7%,the mass fractions of Al2 O3 and SiO2 decrease 33. 90% and 9. 78%,which satisfy the performance requirements of coarse aggregate for structural concrete of RILEM, BS standard of the United Kingdom and GB/T 25177-2010 .