首页> 外文会议>International Conference on the Application of Superabsorbent Polymers (SAP) and Other New Admixtures Towards Smart Concrete >Exploring Different Choices of”Time Zero”In the Autogenous Shrinkage Deformation of Cement Pastes Containing Superabsorbent Polymers
【24h】

Exploring Different Choices of”Time Zero”In the Autogenous Shrinkage Deformation of Cement Pastes Containing Superabsorbent Polymers

机译:探讨含有超吸收性聚合物的水泥粘膜的自生收缩变形中的“时间零”的不同选择

获取原文

摘要

Shrinkage in concrete structures has been the focus of many studies.Lately a lot of attention has been given to autogenous shrinkage.Although it may not be prominent in ordinary concrete structures,in systems with very low water-to-cement/binder ratio (ultra-high performance concrete for example) it can become a serious issue associated with the cracking of the structure at early age.This type of shrinkage develops due to a reduction in the internal relative humidity of the material and it is also associated to the development of capillary pressure in the pore system due to receding menisci.A big challenge in studying autogenous shrinkage is determining the”time-zero".Given a lack of consensus in literature,this study aimed to investigate the influence of different estimations of time-zero:the final setting time determined by both an electronic Vicat apparatus and ultrasonic measurements;the”knee-point”in the shrinkage curve;and the capillary pressure build-up.Cement pastes with and without superabsorbent polymers (SAPs) were produced with Portland cement CEM III-B 42.5 N and superplas-ticizer (Glenium 51,35% conc).SAPs have proven to be quite effective in the mitigation of autogenous shrinkage as they can act as water reservoirs for the system.Among all methods,the capillary pressure was very suitable for all mixtures.For those containing SAPs no difference was found in picking the time-zero with any method.For the one without SAPs and lower w/c the choice of time-zero based on the setting time led to a different magnitude of autogenous shrinkage deformation in comparison to the other methods,which could be interpreted as an underestimation of the autogenous shrinkage deformation.
机译:混凝土结构的收缩是许多研究的重点。虽然对自身的缩小有很多关注。虽然它在普通的混凝土结构中可能无法突出,但在具有非常低的水 - 水泥/粘合剂的系统中(超级 - 高性能具体例如,它可以成为与休息时代的结构开裂相关的严重问题。这种收缩型由于材料的内部相对湿度的降低,并且它也与发展有关毛细管压力在孔隙系统中由于倒退的夜总会。在学习自身收缩方面的大挑战是确定“时间零”。政府在文献中缺乏共识,这项研究旨在调查不同时间估计的影响:最终设定时间由电子维卡装置和超声波测量决定;收缩曲线中的“膝尖”;和毛细管压力堆积。与wi和wi用波特兰水泥CEM III-B 42.5 n和超级化剂(胶胶51,35%浓度)制备Thout超吸收性聚合物(SAP)。已被证明在缓解自生收缩时非常有效,因为它们可以充当水库对于System.Among所有方法,毛细管压力非常适合所有混合物。对于含有SAP的那些,没有任何差异在任何方法中拾取时间零点。对于没有SAP的一个没有SAP的时间和时间来选择时间 - 与其他方法相比,基于设定时间导致自动收缩变形的不同幅度,这可以被解释为低估自生收缩变形。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号