复合材料科学与工程 ›› 2025, Vol. 0 ›› Issue (3): 139-146.DOI: 10.19936/j.cnki.2096-8000.20250328.018

• 工程应用 • 上一篇    下一篇

运营高铁无砟轨道高聚物注浆抬升材料研制及应用

倪国章1,2   

  1. 1.中铁第四勘察设计院集团有限公司,武汉 430063;
    2.中铁四院集团工程建设有限责任公司,武汉 430063
  • 收稿日期:2023-12-11 出版日期:2025-03-28 发布日期:2025-04-21
  • 作者简介:倪国章(1991—),男,硕士,高级工程师,研究方向为高铁运维新型材料及修复技术,245039071@qq.com。
  • 基金资助:
    中国铁建股份有限公司2017年度科研计划课题(17-C39)

Development and application of high polymer grouting lifting material for ballastless track of high speed railway in operation

NI Guozhang1,2   

  1. 1. China Railway Siyuan Survey and Design Group Co., Ltd., Wuhan 430063, China;
    2. China Railway Siyuan Group Engineering Construction Co., Ltd., Wuhan 430063, China
  • Received:2023-12-11 Online:2025-03-28 Published:2025-04-21

摘要: 高速铁路开通运营后,受列车长期动载作用和恶劣服役环境影响,部分地段出现了不同程度的不均匀沉降,严重影响线路平顺性及列车安全运行。鉴于运营高铁工程运维“不中断”行车和“天窗点”短时间作业特点,提出了无砟轨道“毫米级”高精度注浆抬升材料的性能指标,通过选取合适的注浆抬升材料合成原料,分析了聚醚多元醇、异氰酸酯、发泡剂、催化剂、泡沫稳定剂、浆液温度对材料性能的影响,研制了适用于运营高铁无砟轨道注浆修复的双组分聚氨酯类高聚物注浆抬升材料及配比,历经中试检测和模拟试验验证了材料的适用性,并成功应用于某城际铁路无砟轨道抬升修复工程。研究表明:H3006、ZS3035(复合聚醚多元醇)、去离子水(发泡剂)、A33、DBTDL(复合催化剂)、AK-8805(泡沫稳定剂)配比为30∶70∶0.6∶1.2∶1.6∶3.0时是高聚物注浆抬升材料A组分浆液的最佳配比,B组分浆液为等质量的PAPI(异氰酸酯);中试检测的注浆抬升材料各项性能指标均达到目标值,模拟试验的注浆抬升控制精度在1 mm以内,满足无砟轨道注浆抬升施工要求;注浆修复后线路线形平顺,逐级提速恢复常速并已正常运行多年,实践证明研制的高聚物注浆抬升材料可用于运营高铁无砟轨道不均匀沉降的注浆修复。

关键词: 运营高铁, 不均匀沉降, 复合聚醚多元醇, 异氰酸酯, 高聚物注浆抬升材料, 工程应用

Abstract: After the operation of the high speed railway, due to the long-term dynamic load of train and the harsh service environment, some sections have experienced varying degrees of uneven settlement, which seriously affects the smoothness of the line and the safe operation of train. In view of the characteristics of “uninterrupted operating” and “skylight point” short-term operation in the high speed railway projects, the performance indexes of “millimeter level” high-precision grouting lifting repair material for ballastless track was proposed, and appropriate synthetic raw materials of grouting lifting material were selected. By studying the effects of polyether polyols, isocyanates, foaming agents, catalysts, foam stabilizers, and slurry temperature on material properties, the polyurethane high polymer grouting lifting material and its proportion suitable for the grouting repair of high speed railway ballastless track have been developed. The applicability of grouting lifting material was verified by pilot test and simulated test, and it has been successfully applied to the renovation project of an intercity railway ballastless track. The results show that the ratio of H3006, ZS3035, deionized water, A33, DBTDL, AK-8805 is 30∶70∶0.6∶1.2∶1.6∶3.0 is the optimum ratio of A component slurry, and the B component slurry is equal quality PAPI. The performance indexes of grouting lifting material detected in the pilot test all reached the target value, and the grouting lifting control accuracy of the simulation test is within 1 mm, which met the grouting lifting construction requirements of ballastless track. After grouting repair, the alignment of the line is smooth, and restoring normal speed has been running normally for many years, the practice has proved that the high polymer grouting lifting material developed can be used for the grouting repair of uneven settlement of high speed railway ballastless track.

Key words: operating high speed railway, uneven settlement, composite polyether polyol, isocyanate, high polymer grouting lifting material, engineering application

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