矿业工程研究
礦業工程研究
광업공정연구
MINERAL ENGINEEERING RESEACH
2011年
3期
56-59
,共4页
彭美勋%蒋建宏%张欣%申少华%冯涛
彭美勛%蔣建宏%張訢%申少華%馮濤
팽미훈%장건굉%장흔%신소화%풍도
高水速凝材料%工作性能%抗压强度%微结构
高水速凝材料%工作性能%抗壓彊度%微結構
고수속응재료%공작성능%항압강도%미결구
high - water rapid solidified materials%workability%compressive strength%microstructure
通过实验综合研究高水速凝材料各组分对其工作性能和固结体抗压强度的影响,并利用XRD与SEM研究了材料的微结构.研究证明:硫铝酸盐熟料浆(A组分)的悬浮性不如石膏-9石灰(B组分)混合浆,所需悬浮剂也更多;B组分中石膏掺量在80%~85%范围内,高水速凝材料各龄期强度稳定在较高的平台.缓凝剂的加量为1.8%时A组分的凝结时间可达24h;速凝剂加量为A组分的0.050%~0.300%时,试块各龄期的同龄期强度比较稳定;水灰比为3.0时,掺入0.100%的速凝剂,试块7d的强度最高,达3.19MPa.高水材料由柱状钙矾石网络状连接而成,且含水量越高,钙矾石晶体越细小.
通過實驗綜閤研究高水速凝材料各組分對其工作性能和固結體抗壓彊度的影響,併利用XRD與SEM研究瞭材料的微結構.研究證明:硫鋁痠鹽熟料漿(A組分)的懸浮性不如石膏-9石灰(B組分)混閤漿,所需懸浮劑也更多;B組分中石膏摻量在80%~85%範圍內,高水速凝材料各齡期彊度穩定在較高的平檯.緩凝劑的加量為1.8%時A組分的凝結時間可達24h;速凝劑加量為A組分的0.050%~0.300%時,試塊各齡期的同齡期彊度比較穩定;水灰比為3.0時,摻入0.100%的速凝劑,試塊7d的彊度最高,達3.19MPa.高水材料由柱狀鈣礬石網絡狀連接而成,且含水量越高,鈣礬石晶體越細小.
통과실험종합연구고수속응재료각조분대기공작성능화고결체항압강도적영향,병이용XRD여SEM연구료재료적미결구.연구증명:류려산염숙료장(A조분)적현부성불여석고-9석회(B조분)혼합장,소수현부제야경다;B조분중석고참량재80%~85%범위내,고수속응재료각령기강도은정재교고적평태.완응제적가량위1.8%시A조분적응결시간가체24h;속응제가량위A조분적0.050%~0.300%시,시괴각령기적동령기강도비교은정;수회비위3.0시,참입0.100%적속응제,시괴7d적강도최고,체3.19MPa.고수재료유주상개반석망락상련접이성,차함수량월고,개반석정체월세소.
Experiments were applied to research the effects of the components of the high - water rapid solidified materials on the workability and the compressive strength. It is proved that the suspension property of sulphoaluminate cement clinker( component A) is poorer than that of the mixture of Anhydrite and lime( component B ) and the former consumes more content of suspending agent. The compressive strength of the high - water rapid solidified materials at different age keeps quite high when the content of Anhydrite in component B is between 80% and 85%, and the solidification time reaches to 24 h when the content of retarder is 1.8%. When the content of accelerators is between 0. 050% to 0.300% of sulphoaluminate cement clinker, there are few differences among the same age compressive strength at different age. 0. 100% content of accelerators leads to the highest 7 d compressive strength 3.19 MPa when water cement ratio is 3.0. The high - water quick solidified materials are made up of columnar ettringite which connect into net, and the higher water cement ratio leads to more slender ettringite.