混凝土
混凝土
혼응토
CONCRETE
2014年
1期
28-30,34
,共4页
孙克平%刘永道%刘志茂%张凯峰
孫剋平%劉永道%劉誌茂%張凱峰
손극평%류영도%류지무%장개봉
活性粉末混凝土%成型压力%抗压强度%微观结构
活性粉末混凝土%成型壓力%抗壓彊度%微觀結構
활성분말혼응토%성형압력%항압강도%미관결구
reactive power concrete%molding pressure%compressive strength%microstructure
为阐明不同成型压力下粉煤灰微珠活性粉末混凝土抗压强度的变化规律,分别研究了不同成型压力、起始施压时间及不同养护方式等对活性粉末混凝土抗压强度的影响,并采用压汞、SEM研究了产物的孔隙率和微观结构。结果表明:在RPC成型过程中施加微小压力能显著提高RPC凝胶产物密实度和基体-骨料界面黏结程度,进而大幅提高其抗压强度。起始施压时间宜为RPC初凝前1~2 h,过早或过晚施压均不利于RPC抗压强度的发展。高温养护可大幅提高RPC的抗压强度,但会削弱成型压力对RPC抗压强度的增强效果。
為闡明不同成型壓力下粉煤灰微珠活性粉末混凝土抗壓彊度的變化規律,分彆研究瞭不同成型壓力、起始施壓時間及不同養護方式等對活性粉末混凝土抗壓彊度的影響,併採用壓汞、SEM研究瞭產物的孔隙率和微觀結構。結果錶明:在RPC成型過程中施加微小壓力能顯著提高RPC凝膠產物密實度和基體-骨料界麵黏結程度,進而大幅提高其抗壓彊度。起始施壓時間宜為RPC初凝前1~2 h,過早或過晚施壓均不利于RPC抗壓彊度的髮展。高溫養護可大幅提高RPC的抗壓彊度,但會削弱成型壓力對RPC抗壓彊度的增彊效果。
위천명불동성형압력하분매회미주활성분말혼응토항압강도적변화규률,분별연구료불동성형압력、기시시압시간급불동양호방식등대활성분말혼응토항압강도적영향,병채용압홍、SEM연구료산물적공극솔화미관결구。결과표명:재RPC성형과정중시가미소압력능현저제고RPC응효산물밀실도화기체-골료계면점결정도,진이대폭제고기항압강도。기시시압시간의위RPC초응전1~2 h,과조혹과만시압균불리우RPC항압강도적발전。고온양호가대폭제고RPC적항압강도,단회삭약성형압력대RPC항압강도적증강효과。
For exploring the variation of compressive strength of RPC in various molding pressures,effect of molding pressure,initial pressing time and curing conditions on compressive strength of RPC were studied.The porosity and microstructure of products were mea-sured by MIP and SEM.Results showed that,the density of gel binder and interface adhesion between binder and aggregates were signifi-cantly improved by extremely litter molding pressure,thus improving the compressive strength of RPC.It's appropriate for the improvement of compressive strength that the initial pressing time should be 1-2 hours before initial setting time.High temperature curing condition could significantly increase the compressive strength of RPC,but it would be weaken the enhancement effect by molding pressure on com-pressive strength of RPC.