混凝土涵洞防渗抗裂技术探讨
CSTR:
作者:
作者单位:

作者简介:

李龙彬(1989—),男,高级工程师,从事水利、水运及路桥工程施工技术研究。

通讯作者:

中图分类号:

U457

基金项目:


Discussion on anti-leakage and anti-cracking technology of concrete culvert
Author:
Affiliation:

Fund Project:

  • 摘要
  • |
  • 图/表
  • |
  • 访问统计
  • |
  • 参考文献
  • |
  • 相似文献
  • |
  • 引证文献
  • |
  • 资源附件
  • |
  • 文章评论
    摘要:

    为完善混凝土涵洞防渗抗裂技术,本文运用建筑工程防渗原理,针对某混凝土涵洞防渗,研究提出加设垫梁、截渗环等抗渗技术,同时探讨提出土工布增加夯土法、混凝土盖板保护法、涵洞底部仰拱法 3 种涵洞实用减荷抗裂方法;针对涵洞混凝土配筋,提出环氧树脂钢筋网和 GFRP 钢筋两种应用方案。结果表明:此类技术能有效提高涵洞防渗抗裂性能,延长涵洞使用寿命,降低使用阶段维护成本。本文成果可为今后建筑结构防渗抗裂提供一些启示和借鉴。

    Abstract:

    In order to improve the impermeable crack technology of concrete culverts, through the analysis of the principle of anti-leakage in construction engineering, aiming at seepage prevention of concrete culverts, the anti-leakage technologies of the system such as adding cushion beams and seepage interception rings are studied and proposed, and such three practical load reduction and anti-cracking methods for culverts as geogrid reinforced soil method, concrete cover plate protection method, and culvert bottom inverted arch method are discussed and proposed. For the concrete reinforcement of culverts, two application schemes of epoxy resin coated steel bars and GFRP bars are proposed, which effectively improve the anti-leakage and anti-cracking performance of the culvert, prolong the service life of the culvert, and reduced the maintenance cost in the use stage. The results can provide some enlightenment and reference for anti-leakage and anti-cracking of building structures in the future.

    参考文献
    相似文献
    引证文献
引用本文

李龙彬,孟凡军.混凝土涵洞防渗抗裂技术探讨[J].工程建设,2024,56(5):41-46

复制
分享
相关视频

文章指标
  • 点击次数:
  • 下载次数:
  • HTML阅读次数:
  • 引用次数:
历史
  • 收稿日期:
  • 最后修改日期:
  • 录用日期:
  • 在线发布日期: 2026-08-06
  • 出版日期:
文章二维码