长江科学院院报 ›› 2019, Vol. 36 ›› Issue (2): 127-131.DOI: 10.11988/ckyyb.20170907

• 水工结构与材料 • 上一篇    下一篇

一种适合混凝土水下修复的新型环氧砂浆

廖婉蓉1,2,张贵金1,2,肖通1,2,范明3,陈安重4,蒋煌斌1,2   

  1. 1.长沙理工大学 水利工程学院,长沙 410114;
    2.长沙理工大学 水沙科学与水灾害防治湖南省重点实验室, 长沙410114;
    3.长沙普照生化科技有限公司, 长沙 410007;
    4.中国电建集团中南勘测设计研究院有限公司,长沙 410014
  • 收稿日期:2017-08-11 修回日期:2017-09-16 出版日期:2019-02-01 发布日期:2019-03-11
  • 通讯作者: 张贵金(1963-),男,湖南长沙人,教授,博士,主要从事水利工程基础处理及水工新材料的研究工作。E-mail:493340832@qq.com
  • 作者简介:廖婉蓉(1992-),女,湖北荆门人,硕士研究生,主要从事水工新材料的研究工作。E-mail:861877990@qq.com
  • 基金资助:
    国家自然科学基金项目(51409023);湖南省研究生科研创新项目(CX2017B475)

A Novel Epoxy Mortar for Underwater Repair of Concrete

LIAO Wan-rong1,2,ZHANG Gui-jin1,2,XIAO Tong1,2,FAN Ming3,CHEN An-zhong4,JIANG Huang-bin1,2   

  1. 1.School of Hydraulic Engineering, Changsha University of Science & Technology, Changsha 410114, China;
    2.Key Laboratory of Water & Sediment Science and Water Hazard Prevention of Hunan Province, Changsha University of Science & Technology, Changsha 410114, China;
    3.Changsha Puzhao Biochemical Technology Co., Ltd., Changsha 410007, China;
    4.Power China Zhongnan Engineering Corporation Limited, Changsha 410014, China
  • Received:2017-08-11 Revised:2017-09-16 Online:2019-02-01 Published:2019-03-11

摘要: 水工混凝土建筑物由于运行环境的复杂性,普遍存在水下开裂破损等病险。为不影响建筑物运行,尽可能选择在水下修复,其关键是选择适宜的修复材料。为此研发了一种适合水下混凝土修复的新型环氧砂浆,并通过试验研究了其主要力学性能及主要影响因素。试验结果表明:新型环氧砂浆3 d无侧限抗压强度达到60 MPa以上;当胶固比为1∶2.5时,水下浇筑的环氧砂浆黏接强度最大,超过了3.0 MPa;当胶固比为1∶3.5时,环氧砂浆的抗冲磨强度(水下钢球法)最大,达到847.800 h/(kg/m2)。性能测试及实际工程应用表明:新型环氧砂浆具有抗压强度高、水下黏接(与混凝土)强度大、抗冲磨效果好等特点,能够与旧混凝土协调工作。在具体工程中,可根据不同的病险类型,选择适宜的胶固比及有关施工参数。

关键词: 环氧砂浆, 力学性能, 黏接强度, 抗冲磨性能, 水下修复

Abstract: Due to the complexity of environment, hydraulic concrete buildings are generally subject to underwater cracking damage and other hazards. The key to underwater repair of such hazards, which could keep the hydraulic structures from disturbance, is to select appropriate repair materials. To this end, a novel type of epoxy mortar suitable for underwater concrete repair is developed, and the main mechanical properties and main influencing factors are studied via experiment. Results demonstrate that the 3-day compressive strength of the proposed epoxy mortar is over 60 MPa. When the ratio of glue to solid is 1∶2.5, the bonding strength of underwater-poured epoxy mortar reaches the maximum, more than 3.0 MPa; when the glue-solid ratio is 1∶3.5, the epoxy mortar’s anti-abrasion strength (obtained by underwater steel ball method) amounts to 847.8 h/(kg/m2), which is the maximum. Performance test together with practical engineering application proves that the proposed epoxy mortar is of high compressive strength, large underwater bonding (with cement mortar) strength and good anti-abrasion effect, and is able to work with old concrete. In specific engineering, appropriate glue-solid ratio and related construction parameters should be selected carefully depending on different types of hazards.

Key words: epoxy mortar, mechanical performance, bonding strength, resistance to erosion and abrasion, underwater repair

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