山西建筑
山西建築
산서건축
SHANXI ARCHITECTURE
2015年
26期
120-121
,共2页
再生骨料混凝土%火山岩%抗压强度%干燥收缩
再生骨料混凝土%火山巖%抗壓彊度%榦燥收縮
재생골료혼응토%화산암%항압강도%간조수축
recycled aggregate concrete%volcanic rock%compressive strength%dry-shrinkage
配置了骨料取代率为100%的再生火山岩粗骨料混凝土，并对其抗压强度和干缩性能进行试验研究，结果表明：再生火山岩混凝土28 d抗压强度比基准混凝土抗压强度降低约13%；干燥收缩应变约为基准混凝土的1.25倍。
配置瞭骨料取代率為100%的再生火山巖粗骨料混凝土，併對其抗壓彊度和榦縮性能進行試驗研究，結果錶明：再生火山巖混凝土28 d抗壓彊度比基準混凝土抗壓彊度降低約13%；榦燥收縮應變約為基準混凝土的1.25倍。
배치료골료취대솔위100%적재생화산암조골료혼응토，병대기항압강도화간축성능진행시험연구，결과표명：재생화산암혼응토28 d항압강도비기준혼응토항압강도강저약13%；간조수축응변약위기준혼응토적1.25배。
A recycled volcanic rock coarse aggregate concrete is developed,which the aggregate replacement rate is 100%. The compressive strength and dry-shrinkage performance of recycled volcanic rock aggregate concrete are studied. The results show that the compressive strength of recycled concrete after curing 28 days than that of normal concrete is reduced by about 13%,and the dry-shrinkage strain is about 1. 25 times of the reference concrete.
