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山东大学学报(工学版) ›› 2015, Vol. 45 ›› Issue (4): 57-63.doi: 10.6040/j.issn.1672-3961.0.2013.291

• 土木工程 • 上一篇    下一篇

改性生土坯抗压性能试验研究

张延年, 马建飞   

  1. 沈阳建筑大学土木工程学院, 辽宁 沈阳 110168
  • 收稿日期:2013-10-17 修回日期:2015-06-08 出版日期:2015-08-20 发布日期:2013-10-17
  • 作者简介:张延年(1976-),男,辽宁葫芦岛人,教授,博士,硕导,主要研究方向为防灾减灾.E-mail:zyntiger@163.com
  • 基金资助:
    “十二五”国家科技支撑计划资助项目(2011BAJ08B04);辽宁省高等学校优秀人才支持计划资助项目(LR2014015)

Compressive performance test research of modified adobe

ZHANG Yannian, MA Jianfei   

  1. School of Civil Engineering, Shenyang Jianzhu University, Shenyang 110168, Liaoning, China
  • Received:2013-10-17 Revised:2015-06-08 Online:2015-08-20 Published:2013-10-17

摘要: 为研究改性生土坯受力性能,通过添加不同比例的黏土、水泥、石灰等材料制作生土坯,进行受压性能试验研究,寻找最佳改性生土坯添加料配合比。结果表明:增加黏土质量份数配合比,改性生土坯的抗压强度虽略有提高,但变化不大。改性生土坯抗压强度随着水泥含量增加呈直线上升趋势,随着石灰含量的增加,改性生土坯抗压强度先提高后降低,质量分数为18%时抗压强度最高。从总体看,改性生土坯抗压强度较高,它不仅能有效弥补素土坯抗压强度低的缺点,而且还具有免烧结、成型快等优点,并能减少工业污染。

关键词: 新型建筑材料, 抗压性能, 配合比, 黏土, 改性生土坯

Abstract: In order to study the stress performance of modified raw adobe, modified adobes were made by different proportion clay, cement, and lime. The best proportion of modified raw adobe additive was found by a series of compression performance test. The results showed that compressive strength of modified raw adobe increased slightly with proportion of clay mass portion increasing. Compressive strength of modified raw adobe presented an upward tendency in a straight line with cement content increasing. Compressive strength of modified raw adobe first increased and then decreased with the content of lime increasing. The compressive strength of modified raw adobe was the highest when the mass fraction of lime was 18%. In general, the compressive strength of modified raw adobe was higher. The modified raw adobes, which had sintering-free, fast-forming and reducing-pollution advantages, could make up for the disadvantage of low compressive strength of plain raw adobes effectively.

Key words: new building materials, compressive properties, mixture ratio, modified adobe, clay

中图分类号: 

  • TU522.19
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