摘要
研究了水泥常用外加剂对砂浆塑性收缩性能的影响。实验表明,当引气剂掺量在0-200×10^-6时,引气剂掺量与抗裂指数成正比,当掺量达到250×10^-6以上时,砂浆开裂;早强剂不利于减少砂浆塑性收缩开裂;减水剂、保水剂可减缓砂浆塑性开裂;建立了引气剂、早强剂、减水剂、保水剂、缓凝剂掺量与砂浆塑性收缩参数及开裂时间的本构关系。
The influence of admixture to plastic shrinkage cracking was studied. The results show that the content of air-entraining agent and anti cracking index are proportional when the content of air-entraining agent is lower than 200×10^-6. The cement mortar cracks when air-entraining agent content is up to 250×10^-6. Early strength accelerator counts against reducing the plastic shrinkage cracking of cement mortar, water-reducing agent, water-retaining agent and retarder can reduce the plastic shrinkage cracking of cement mortar. The constitutive relations between the content of air-entraining agent, content of early strength accelerator, content of water-reducing agent, content of water-retain agent, content of retarder and its anti-cracking index have been built.
基金
国家重点基础研究发展计划(973计划)(2009CB623104-5)
中央高校基本科研业务费专项资金资助(0500219143)
国家自然科学基金项目(51308406)
关键词
外加剂
水泥砂浆
塑性收缩开裂
本构关系
admixture, cement mortar, plastic shrinkage cracking, constitutive equation