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现代矿业 ›› 2026, Vol. 42 ›› Issue (02): 137-141.

• 岩土工程 • 上一篇    下一篇

方庵金矿主立井冻结法施工研究与应用

朱仕林1,2 王 靖1,2 洪敦敏1,2 熊韶运1,2   

  1. 1. 中钢集团马鞍山矿山研究总院股份有限公司;2. 金属矿山开采安全与灾害防治全国重点实验室
  • 出版日期:2026-02-25 发布日期:2026-03-17

Research and Application on the Main Shaft Constructed by Freezing Method in the Vertical Fang 'an Gold Mine

  1. 1. Sinosteel Maanshan General Institute of Mining Research Co.,Ltd.; 2. State Key Laboratory of Metal Mining Safety and Disaster Prevention and Control
  • Online:2026-02-25 Published:2026-03-17

摘要: 为保证方庵金矿主立井冻结法施工的安全高效性,根据金矿主立井所处位置的工 程、水文地质条件,结合周边矿井冻结法井壁施工经验参数,对方庵金矿井筒第四系及风化层区域 采用冻结法施工。采用复合夹层井壁支护形式,确定冻结深度、内外层井壁支护厚度及配筋参数、 壁座高度等井筒施工技术参数。外壁与冻结壁之间铺设 50 mm 厚的聚苯乙烯泡沫塑料板,内外壁 之间铺设 1 层 1.5 mm 厚的聚乙烯塑料薄板,使内壁在凝固过程中可以自由伸缩,减少混凝土在干 缩过程中,因内外壁因温差变化而产生缝隙。壁座施工后,在内壁滑模套壁,冻土解冻前,对井筒 采取壁后注浆堵水措施,对壁座以上内、外井壁之间采取壁间注浆措施,充填井壁裂缝,封堵涌水。 施工过程中,对井筒冻结段外壁混凝土支护进行监测,保证混凝土厚度不小于设计厚度,振捣密 实,混凝土配合比采用电脑自动计量,外观平整光滑,自上而下检查无裂纹,混凝土接茬严密。通 过理论计算,验证冻结段井壁结构参数的合理性,保证井筒的冻结与施工安全,为两淮地区冻结法 凿井设计提供参考。

关键词: 立井井筒, 冻结法, 井壁结构, 理论计算

Abstract: In order to ensure the safety and efficiency of the freezing method construction of the main shaft of Fang′an Gold Mine,based on the engineering and hydrogeological conditions of the location of the main shaft of Fang′an Gold Mine,and in combination with the construction experience parameters of the freezing method for the shaft wall in the surrounding mines,the freezing method was adopted for the construc⁃ tion of the fourth system and the weathering layer area of the shaft of Fang′an Gold Mine. The composite sandwich wellbore wall support form is adopted to determine the freezing depth,the thickness of the inner and outer wellbore wall supports and the reinforcement parameters,the height of the wall base and other wellbore construction technical parameters. A 50 mm thick polystyrene foam plastic board is laid between the outer wall and the frozen wall,and a 1.5 mm thick polyethylene plastic thin plate is laid between the in⁃ ner and outer walls. This enables the inner wall to freely expand and contract during the solidification pro⁃ cess,reduces the gaps caused by temperature differences between the inner and outer walls during the dry shrinkage of concrete. After the wall base construction,a sliding formwork is applied to the inner wall. Before the frozen soil thaws,post-wall grouting and water blocking measures are taken for the wellbore. For the in⁃ ner and outer walls above the wall base,inter-wall grouting measures are adopted to fill the wellbore cracks and block the water gushing. During the construction process,the outer wall concrete support of the frozen section of the well shaft was monitored to ensure that the thickness of the concrete was not less than the de⁃ signed thickness,it was vibrated tightly,the concrete mix ratio was automatically measured by computer,the appearance was smooth and flat,there were no cracks when inspected from top to bottom,and the concrete joints were tight. Through theoretical calculation,the rationality of the wellbore structure parameters in the freezing section is verified to ensure the freezing and construction safety of the wellbore,providing reference for the freezing method well drilling design in the Huai River region.

Key words: shaft wellbore, freezing method, shaft wall structure, theoretical calculation