• 11111
  • 首页
  • 期刊介绍
  • 编委会
  • 征稿启事
  • 期刊订阅
  • 相关下载
  • Email alert
  • 联系我们
引用本文:曹卓颖,侯勇,杜鹏,雷杨,崔圣爱.隧道衬砌背后小尺寸空洞用聚氨酯注浆材料探究[J].建筑材料学报,2024,27(7):645-652
【打印本页】   【下载PDF全文】   查看/发表评论  【EndNote】   【RefMan】   【BibTex】
←前一篇|后一篇→ 过刊浏览    高级检索
本文已被:浏览 47次   下载 4125 本文二维码信息
码上扫一扫!
分享到: 微信 更多
隧道衬砌背后小尺寸空洞用聚氨酯注浆材料探究
曹卓颖1,侯勇2,杜鹏2,雷杨2,崔圣爱1
1.西南交通大学 土木工程学院,四川 成都 610031;2.四川川交路桥有限责任公司,四川 广汉 618300
摘要:
为探索适用于隧道衬砌背后小尺寸空洞的高性能注浆材料,制备了11组聚氨酯注浆材料,研究了其力学性能,提出了改进本构方程,并采用灰色关联进行综合评价.结果表明:1.16%~1.94%催化剂、3.80%~5.60%扩链剂可有效提高聚氨酯的力学性能;高相对分子质量多元醇的引入降低了聚氨酯的压缩强度和拉伸强度,却显著改善了其黏结强度;基于唯象模型提出的本构模型可准确表征聚氨酯的压缩变形;基于灰色关联得到聚氨酯的最佳配合比为异氰酸酯、相对分子质量为8 000的多元醇及500的多元醇质量比25∶2∶23,催化剂掺量1.16%,扩链剂掺量1.94%,此配合比下聚氨酯综合性能最佳.
关键词:  隧道衬砌空洞  聚氨酯注浆材料  力学性能  本构模型  灰色关联
DOI:10.3969/j.issn.1007-9629.2024.07.010
分类号:U454
基金项目:国家自然科学基金资助项目(52278277);成都市科技计划项目(2021-YF05-00138-SN)
Exploration of Polyurethane Grouting Materials for Small-Size Cavity behind Tunnel Lining
CAO Zhuoying1, HOU Yong2, DU Peng2, LEI Yang2, CUI Sheng’ai1
1.School of Civil Engineering, Southwest Jiaotong University, Chengdu 610031, China;2.Sichuan Chuanjiao Road and Bridge Co., Ltd., Guanghan 618300, China
Abstract:
In order to explore high-performance grouting materials suitable for small-size cavity behind tunnel lining, 11 groups of polyurethane grouting materials were prepared, and their mechanical properties were studied. An improved constitutive equation was proposed, and the grey correlation was used for comprehensive evaluation. The results show that 1.16 %-1.94 % of catalyst and 3.80%-5.60% of chain extender can effectively improve the mechanical properties of polyurethane. The introduction of high molecular weight polyols reduces the compressive strength and tensile strength of polyurethane, but significantly improves its bonding strength. The constitutive model based on the phenomenological model can accurately characterize the compressive deformation of polyurethane. Based on the grey correlation, the optimal mix proportion of polyols, isocyanates and a relative molecular weight of 8 000 and 500 is 25:2:23, with a catalyst content of 1.16% and a chain extender content of 1.94%. Under this optimal mix ratio, the polyurethane has the best comprehensive performance.
Key words:  tunnel lining cavity  polyurethane grouting material  mechanical property  constitutive model  grey correlation
欢迎访问《建筑材料学报》编辑部网站!
  • 11111
  • 首页
  • 期刊介绍
  • 编委会
  • 征稿启事
  • 期刊订阅
  • 相关下载
  • Email alert
  • 联系我们
引用本文:
【打印本页】   【下载PDF全文】   查看/发表评论  【EndNote】   【RefMan】   【BibTex】
←前一篇|后一篇→ 过刊浏览    高级检索
本文已被:浏览次   下载  
分享到: 微信 更多
摘要:
关键词:  
DOI:
分类号:
基金项目:
Abstract:
Key words: