山西建筑
山西建築
산서건축
Shanxi Architecture
2015年
35期
135-136
,共2页
煅烧硅藻土%再生混凝土%细石混凝土%抗压强度
煅燒硅藻土%再生混凝土%細石混凝土%抗壓彊度
단소규조토%재생혼응토%세석혼응토%항압강도
calcined diatomite%recycled concrete%fine concrete%compressive strength
对三组不同掺量的煅烧硅藻土再生细石混凝土与普通细石混凝土做了对比试验，指出三组再生混凝土7d强度随着硅藻土掺量的增加而降低；28 d强度均低于普通混凝土；硅藻土掺量3%的混凝土强度略高，建议煅烧硅藻土掺量控制在3%以内。
對三組不同摻量的煅燒硅藻土再生細石混凝土與普通細石混凝土做瞭對比試驗，指齣三組再生混凝土7d彊度隨著硅藻土摻量的增加而降低；28 d彊度均低于普通混凝土；硅藻土摻量3%的混凝土彊度略高，建議煅燒硅藻土摻量控製在3%以內。
대삼조불동참량적단소규조토재생세석혼응토여보통세석혼응토주료대비시험，지출삼조재생혼응토7d강도수착규조토참량적증가이강저；28 d강도균저우보통혼응토；규조토참량3%적혼응토강도략고，건의단소규조토참량공제재3%이내。
Three groups of recycled fine aggregate concrete and normal fine concrete were done contrast test. Recycled concrete 7 d strength grad-ually reduce with the increase of diatomite proportion,research shows that:the three groups of recycled concrete 28 d strength were lower than that of normal concrete,higher for the concrete with 3% proportion. Suggest calcined diatomite proportion control within 3%.
