吉林大学学报(工学版) ›› 2025, Vol. 55 ›› Issue (7): 2203-2211.doi: 10.13229/j.cnki.jdxbgxb.20231161

• 材料科学与工程 • 上一篇    

水性环氧树脂改性高早强砂浆的耐温机制

田耀刚1(),蒋静1,赵成2,杨小敏3,张军4,贾侃1   

  1. 1.长安大学 材料科学与工程学院,西安 710064
    2.西北民航机场建设集团有限责任公司,西安 710065
    3.中铁七局集团西安铁路工程有限公司 混凝土分公司,西安 710032
    4.长安大学 工程机械学院,西安 710064
  • 收稿日期:2023-10-27 出版日期:2025-07-01 发布日期:2025-09-12
  • 作者简介:田耀刚(1978-),男,教授,博士. 研究方向:高性能水泥基材料. E-mail: ygtian@chd.edu.cn
  • 基金资助:
    国家自然科学基金项目(51878065);中央高校基本科研业务费专项项目(300102313207);陕西省自然科学基金项目(2017JM5030);陕西省自然科学基金项目(2024JC-YBMS-426);陕西交通科技项目(24-63K)

Temperature resistance mechanism of high-early-strength cement mortar modified with waterborne epoxy resin

Yao-gang TIAN1(),Jing JIANG1,Cheng ZHAO2,Xiao-min YANG3,Jun ZHANG4,Kan JIA1   

  1. 1.School of Materials Science and Engineering,Chang’an University,Xi’an 710064,China
    2.Northwest Civil Aviation Airport Construction Group Co. ,Ltd,Xi’an 710065,China
    3.Concrete Branch of Xi'an Railway Engineering Co. ,Ltd. of China Railway Seventh Bureau Group,Xi’an 710032,China
    4.School of Engineering Machinery,Chang'an University,Xi’an 710064,China
  • Received:2023-10-27 Online:2025-07-01 Published:2025-09-12

摘要:

为探究高温对水性环氧树脂(WER)改性水泥砂浆的影响,本文对经不同温度(25、100、150、200和300 ℃)处理、不同WER掺量(0%、2%、3%和4%)的改性高早强砂浆的力学性能、阻尼性能、结构和组分进行了分析。结果表明,WER会延缓水泥水化反应,降低砂浆早期强度。但随着水泥继续水化和WER固化成膜,聚合物膜联结水化产物形成三维网络结构,构成分散性阻尼单元,进而增强砂浆的抗折强度、黏结强度和阻尼性能。尤其是当WER掺量为3%时,砂浆性能更好,能够满足水泥基快速修补材料对早期强度的要求。随着温度升高,砂浆宏观性能衰减,而WER较好的耐高温性和亲水性,有利于减轻砂浆力学强度和阻尼性能的劣化,改善其高温稳定性,这一规律在低于200 ℃范围内尤其明显。

关键词: 道路工程, 高早强砂浆, 快速修补水泥砂浆, 水性环氧树脂, 耐高温性能, 阻尼性能

Abstract:

In order to investigate the effect of high temperature on cement mortar modified with waterborne epoxy resin(WER), this study analyzed the mechanical properties, damping capacity, structure and composition of high-early-strength cement mortar modified with different WER contents(0%, 2%, 3%, and 4%) after being treated at different temperatures(25, 100, 150, 200, and 300 °C). The results showed that WER delayed the hydration reaction of cement, reduced the early strength of cement mortar. However, with the continuing hydration of cement and WER cures to form a film, the polymer film connects the hydration products to formed a three-dimensional network structure and constituted dispersed damping units to enhance the flexural strength, bond strength and damping capacity of cement mortar. Especially when the dosage of WER was 3%, cement mortar performed better and met the early-strength requirements of cement-based rapid repair materials. With the increase of temperature, the macroscopic performance of cement mortar deteriorated. The better high temperature resistance and hydrophilicity of WER helped alleviate the deterioration in mechanical strength and damping capacity of cement mortar to improve its thermal stability, this pattern is particularly especially within the range below 200 °C.

Key words: road engineering, high-early-strength mortar, rapid repair cement mortar, waterborne epoxy resin, high temperature resistance, damping capacity

中图分类号: 

  • TU528

表1

复合胶凝材料的基本性能"

凝结时间/min抗压强度/MPa抗折强度/MPa体积安定性
初凝终凝1 d3 d28 d1 d3 d28 d
285037.545.250.46.47.58.7合格

表2

环氧树脂和固化剂的基本特性"

外观固含量/%pH配合比
A浅黄色黏稠液体59~617~8A∶B=1∶1.3
B浅黄色黏稠液体49~518~9

表3

聚丙烯纤维的基本性能"

长度/mm密度/(kg·m-3抗拉强度/MPa拉伸极限/%
60.910>358>15

图1

黏结强度测试"

图2

阻尼性能测试"

图3

WER掺量对不同龄期砂浆强度的影响"

图4

不同温度下WER掺量对28 d龄期砂浆强度的影响"

图5

不同温度下WER掺量对28 d龄期砂浆黏结强度的影响"

图6

WER掺量和温度对28 d龄期砂浆ξ的影响"

图7

在WER掺量和温度影响下的28 d龄期砂浆红外光谱"

图8

在WER掺量和温度影响下的28 d龄期砂浆热重变化"

图9

在WER掺量和温度影响下的28 d龄期砂浆微观形貌"

图10

WER在28 d龄期砂浆中形成的不同阻尼层"

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