煤炭工程 ›› 2017, Vol. 49 ›› Issue (7): 41-44.doi: 10.11799/ce201707012

• 施工技术 • 上一篇    下一篇

高强低热混凝土在赵固二矿主井冻结段的应用

严少洋1,焦华喆2,陈新明3,赵璐1,刘子璐1,韩振宇1   

  1. 1. 河南理工大学
    2. 北京科技大学
    3. 焦煤集团新乡能源有限公司
  • 收稿日期:2017-02-21 修回日期:2017-03-16 出版日期:2017-07-09 发布日期:2017-07-26
  • 通讯作者: 严少洋 E-mail:1103087861@qq.com

Application of high-strength-low-heat concretein freezing shaft structure Zhaogu No.2 Mine

  • Received:2017-02-21 Revised:2017-03-16 Online:2017-07-09 Published:2017-07-26

摘要: 以C40~C80高强低热混凝土在赵固二矿主井冻结段为应用背景,采用水泥、砂子、碎石、粉煤灰、磨细矿渣和化学外加剂根据不同的配比,配制不同强度的低水化热早强防裂密实高性能混凝土,实测强度超过设计强度的5%以上,提高了井壁的强度储备,有效地避免了井壁的破坏。水化热降低15~17℃,较好的控制了内、外层井壁大体积混凝土的温度裂缝的扩展,确保了冻结段的施工安全。

关键词: 井筒施工, 高强低热混凝土, 冲积层, 冻结段

Abstract: Application of C40~C80 high strength concrete with low freezing section in zhaogu second mine shaft as the background. The alluvium thickness is 530.5m, the freezing depth 615m, using double layer reinforced concrete plastic sandwich wall structure. The use of cement, sand, gravel, fly ash, slag and chemical admixtures according to different ratio, low heat of hydration with different strength and early strength crack compacting high performance concrete,the actual strength of more than 5% of the design intensity, which improves the strength reserve of the shaft wall, effectively prevents the destruction of the wall. Hydration heat reduces 15~17 degree C, better control the inner and outer wall mass concrete temperature crack expansion, to ensure the construction safety of the frozen section.

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