华南理工大学学报(自然科学版) ›› 2005, Vol. 33 ›› Issue (7): 47-51.

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砂浆抗渗性和抗压强度的影响因素

潘莉莎 邱学青 庞煜霞 杨东杰   

  1. 华南理工大学 化工与能源学院,广东 广州 510640
  • 收稿日期:2004-10-11 出版日期:2005-07-25 发布日期:2005-07-25
  • 通信作者: 潘莉莎(1981-),女,博士生,主要从事精细化工的研究. E-mail:happylisap@163.net
  • 作者简介:潘莉莎(1981-),女,博士生,主要从事精细化工的研究.
  • 基金资助:

    广东省科技计划项目(2004B10301012,2003C-103002)

Factors Afecting Impermeability and Compressive Strength of Mortar

Pan Li-sha  Qiu Xue-qing  Pang Yu-xia Yang Dong-fie   

  1. College of Chemical and Energy Engineering,South China Univ.of Tech.,Guangzhou 510640,Guangdong,China
  • Received:2004-10-11 Online:2005-07-25 Published:2005-07-25
  • Contact: 潘莉莎(1981-),女,博士生,主要从事精细化工的研究. E-mail:happylisap@163.net
  • About author:潘莉莎(1981-),女,博士生,主要从事精细化工的研究.
  • Supported by:

    广东省科技计划项目(2004B10301012,2003C-103002)

摘要: 通过正交试验研究了三种减水剂(改性木素磺酸钙高效减水剂GCL1-3A、木素磺酸钙减水荆和萘系高效减水剂FDN)、减水荆掺量、水灰比、灰砂比、水泥标号对砂浆抗渗性和抗压强度的影响.结果表明,减水剂种类对砂浆的抗渗性和抗压强度的影响最显著.为了提高砂浆的抗渗性和抗压强度,优化配比方案为:在32.5R标号水泥中掺入0.4%(质量分数)GCL1-3A,灰/砂和水灰的质量比分别为1:2.5和0.435.掺入GCL1-3A的硬化砂浆结构致密,开1:2孔隙率从空白的20.56% 降低到17.06%,孔径分布均匀度从0.17上升到0.46.初步探讨表明,GCL1-3A的空间位阻和静电斥力增大了对水泥的分散作用及其缓凝作用,共同提高了混凝土的耐久性.

关键词: 砂桨, 改性木素磺酸钙, 高效减水剂, 抗渗性, 抗压强度

Abstract:

Orthogonal experiments were carried out to study the influence of several factors on the impermeability and compressive strength of the mortar.These factors include not only three kinds of water reducers,that is,the modified calcium lignosulphonate high-range water reducer GCL1-3A,calcium lignosulphonate water reducer and naphthalene high-range water reducer FDN,but also dosage of water reducer,water-cement ratio,cement-sand ra-tio and the grade of cement.The experimental results show that water reducers have the most significant influence on the imperm eability and compressive strength,and that greater compressive strength and imperm eability can be obtained by adding 0.4% (mass fraction)GCL1-3A into the mortar with a water-cement ratio of 0.435 and a ce-ment-sand ratio of 1:2.5,and the open porosity and pore homogeneous degree of the mortar respectively reach 1 7.06% and 0.46,while those of the blank mortar is respectively 20.56%and 0.17.Moreover,it is primarily indi-cated that the durability of concrete improves due to the improvement of spatial steric hindrance and electrostatic re-pulsive force which increase the dispersion and anti-coagulation ab ilities.

Key words: mortar, modified calcium lignosulphonate, high-range water reducer, imperm eability, compressive strength