煤炭工程 ›› 2017, Vol. 49 ›› Issue (2): 75-77.doi: 10.11799/ce201702024

• 研究探讨 • 上一篇    下一篇

冻结孔水泥浆封水结构冻融损伤特性试验研究

陈新年,焦传奇,周道海   

  1. 西安科技大学
  • 收稿日期:2016-02-21 修回日期:2016-07-08 出版日期:2017-02-09 发布日期:2017-03-09
  • 通讯作者: 焦传奇 E-mail:810362742@qq.com

Experimental study on waterproof performance of slow setting cement slurry in freezing holes under the action of freeze-thaw circulation

  • Received:2016-02-21 Revised:2016-07-08 Online:2017-02-09 Published:2017-03-09

摘要: 水泥浆结石体强度及其与周围介质胶结面的粘结力的大小是影响冻结孔封孔防水效果的主要因素,且长期冻融作用下对水泥浆液结石体内部微观结构产生较大的损伤,使其封孔防水效果进一步劣化。针对此种情况,文章采用模拟试验方法,系统研究了不同配比缓凝水泥浆结石体强度及与冻结管、孔壁围岩胶结面粘结力在冻融作用下损伤变化规律。结果表明:冻融作用下其力学特性明显降低,提高结石体的强度且掺加适量的膨胀剂能够显著提高结石体与周围介质粘结力,有利于减小其冻融损伤,提高冻结孔封孔防水效果。

关键词: 冻结孔, 缓凝水泥浆, 粘结力, 冻融损伤

Abstract: The strength of set cement and the bonding power of bonding surface between ambient medium and set cement are main factors that influence the waterproof performance in freezing holes, and the action of freeze-thaw circulation greatly change set cement microstructure, which weaken the waterproof performance. Simulation test method was conducted to study the change law of the set cement strength and the bonding power between freezing pipes, hole wall and set cement in different ratio under the action of freeze-thaw circulation. The results showed that action of freeze-thaw circulation can damage the mechanical properties of the set cement obviously, and through increasing the set cement strength and adulterating proper level of swelling agent can considerably improve the bonding power between ambient medium and set cement, which can reduce the freeze-thaw damage and enhance the waterproof performance.

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