铁道勘察2024,Vol.50Issue(3) :156-161.DOI:10.19630/j.cnki.tdkc.202312080001

大体积明挖隧道混凝土冬季施工保温技术研究

Research on the Construction Insulation Technology for Large-Volume Open-Cut Tunnel Concrete in Winter

李敏方 王伟 崔之靖 陈武 徐鹏
铁道勘察2024,Vol.50Issue(3) :156-161.DOI:10.19630/j.cnki.tdkc.202312080001

大体积明挖隧道混凝土冬季施工保温技术研究

Research on the Construction Insulation Technology for Large-Volume Open-Cut Tunnel Concrete in Winter

李敏方 1王伟 1崔之靖 1陈武 1徐鹏2
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作者信息

  • 1. 中国交通建设股份有限公司,北京 100088;中交一公局集团有限公司,北京 100024
  • 2. 石家庄铁道大学,石家庄 050043
  • 折叠

摘要

石家庄复兴大街白佛隧道为明挖隧道,共需浇筑混凝土 15 万m3.为解决冬季-15℃~0℃环境下大体积混凝土施工质量问题,采用理论分析结合现场测试的手段,对不同混凝土入模温度和各种保温措施进行对比分析,提出适用于白佛隧道冬季混凝土施工的保温技术.研究结果表明,当热水温度在40℃~60℃时,白佛隧道冬期 C45 混凝土出机温度在 11.7℃~14.6℃之间,入模温度在7.4℃~9.7℃之间;对隧道底板、侧墙和顶板分别采用聚氨酯+电热毯+棉被、热风机和电热毯+聚氨酯+棉被方式进行保温处理后,混凝土内部与表面的温度均随着时间的延长呈先增大后减小的趋势,同时内部与表面混凝土温度均大于 0℃、混凝土表面未出现裂缝.在第 7d时,隧道底板、侧墙和顶板的混凝土抗压强度分别为36.3,36.1,35.7 MPa.

Abstract

The Baifo Tunnel on Shijiazhuang's Fuxing Street is an open-cut tunnel project requiring 150 000 m3 concrete.In order to address the quality issues associated with large-volume concrete construction in the winter environment ranging from 0 to-15℃,a combination of theoretical analysis and on-site testing was employed to compare and analyze the impact of concrete placement temperature and different insulation measures.A thermal insulation technique suitable for winter concrete construction in the Baifo Tunnel was proposed.The research results indicate that for C45 concrete used in the Baifo Tunnel during winter,the temperature upon discharge from the mixer ranged from 11.7℃to 14.6℃with the temperature fluctuation during concrete placement between 7.4℃and 9.7℃.The tunnel floor,side walls,and ceiling were respectively treated using a combination of"polyurethane+electric heating blanket+quilt","hot air blower",and"electric heating blanket+polyurethane+quilt",and the measured temperature of the concrete interior and surface showed an initial increase followed by a decrease over time.Both the interior and surface temperatures remained above 0℃,and no cracks were observed on the concrete surface.Additionally,on the 7th day,the compressive strength of the concrete in the tunnel floor,sidewalls,and roof reached 36.3 MPa,36.1 MPa,and 35.7 MPa respectively.

关键词

明挖隧道/市政隧道/混凝土/冬季施工/保温技术/抗压强度

Key words

open-cut tunnel/municipal-service tunnel/concrete/construction in winter/insulation technology/compressive strength

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基金项目

国家自然科学基金(52108331)

河北省高等学校科学技术研究项目(ZD2021096)

出版年

2024
铁道勘察
中铁工程设计咨询集团有限公司

铁道勘察

影响因子:0.542
ISSN:1672-7479
参考文献量18
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