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金属矿山 ›› 2026, Vol. 55 ›› Issue (5): 113-123.

• • 上一篇    下一篇

露天矿桥吊式提升运输系统设计与应用前景

刘溪鸽1 朱万成1 陈庆凯1 唐绍辉2 韩智勇1 关 凯1 张雄伟1,3 李华华4
王忠康2 黄晨春1 张子轩1 吴子豪1 邓文学1
  

  1. 1. 东北大学资源与土木工程学院,辽宁 沈阳 110819;2. 紫金(长沙)工程技术有限公司,湖南 长沙 410114;
    3. 昆明有色冶金设计研究院股份公司,云南 昆明 650051;4. 长沙有色冶金设计研究院有限公司,湖南 长沙 410019
  • 出版日期:2026-05-15 发布日期:2026-06-02
  • 作者简介:刘溪鸽(1989—),男,副教授,博士,博士研究生导师。
  • 基金资助:
    “十四五”国家重点研发计划项目(编号:2022YFC2903904)。

Design and Application Prospects of Overhead Bridge-Suspended Haulage System in Open-pit Mines

LIU Xige1 ZHU Wancheng1 CHEN Qingkai1 TANG Shaohui2 HAN Zhiyong1 GUAN Kai1#br# ZHANG Xiongwei1,3 LI Huahua4 WANG Zhongkang2 HUANG Chenchun1 ZHANG Zixuan1#br# WU Zihao1 DENG Wenxue1#br#   

  1. 1. School of Resources and Civil Engineering,Northeastern University,Shenyang 110819,China;2. Zijin (Changsha) Engineering
    Technology Co. ,Ltd. ,Changsha 410114,China;3. Kunming Engineering & Research Institute of Nonferrous Metallurgy Co. ,Ltd. ,Kunming 650051,China;4. CINF Engineering Co. ,Ltd. ,Changsha 410019,China
  • Online:2026-05-15 Published:2026-06-02

摘要: 针对露天矿现有运输方式存在的高耗能与高碳排放问题,提出了一种露天矿桥吊式提升运输系统设计
理念。在露天矿上方建设横跨上下盘的工程桥梁,桥梁布置多条轨道并在其上运行拖拽绞车,拖拽绞车下方由钢丝
绳悬挂箕斗,矿石经箕斗提升到露天矿坑口卸放至集矿仓或进一步连接固定式破碎站,再将矿石向选矿厂转运。该
桥吊式提升运输系统主要包括桥梁主体、运输轨道、控制系统、拖拽绞车与矿石箕斗等主要功能模块。以某露天铁矿
为例,对桥吊式提升运输系统开展了初步的可行性论证,结果表明:相比于矿石箕斗在竖直方向上的提升速度,拖拽
绞车的水平运输速度将制约着露天矿整体运输效率;尽管架设桥梁会对矿山边坡稳定性产生一定程度的不利影响,
但是这种影响总体较小,不会导致边坡发生整体失稳;通过对比案例矿山原设计运输系统的建设投资与运营成本,认
为露天矿桥吊式运输提升系统的建设成本低于83 543. 6 万元、拖拽绞车的水平运输能耗控制在146. 7 kW/ kt 以内,该
系统将比现有方案更具成本优势。总体上,所提出的新型露天矿运输方案具有较大应用潜力,可实现露天矿上部空
间的资源化利用,助力金属露天矿山实现智能化、无人化转型发展。

关键词: 露天矿 , 桥吊式提升运输 , 桥梁 , 箕斗 , 数值模拟 , 技术经济分析

Abstract: To address the high energy consumption and carbon emissions associated with conventional transportation systems
in open-pit mines,this paper proposes an overhead bridge-suspended haulage system. The system comprises an engineered
bridge spanning the mine′s upper and lower walls,equipped with multiple tracks operated by drag winches. Under the drag winches,
a steel-wire-rope-suspended skip is deployed. The ore is hoisted to the open-pit mine surface via the skip,then unloaded
into either an ore collection bin or a fixed crushing station,and finally transported to the processing plant. The overhead bridgesuspended
haulage system primarily comprises the bridge,conveyor tracks,a control system,drag winches,and ore skips. Using
an iron mine case study,this paper conducts a techno-economic comparative analysis of the proposed system. Results indicate
that the horizontal transport speed of the drag winch constrains the overall mine transportation efficiency more significantly than
the vertical lifting speed of the ore skip. Although bridge construction may impose minor adverse effects on slope stability,such
impacts remain negligible and do not compromise overall slope integrity. By comparing the capital expenditures and operational
costs of the original mine transport design,we conclude that if the bridge-suspended system′s construction cost is capped at
¥835. 436 million and the drag winch′s horizontal energy consumption remains below 146. 7 kW/ kt,the system demonstrates
superior cost efficiency over existing solutions. This novel transportation solution demonstrates significant potential for optimi
zing spatial utilization in open-pit mines while advancing intelligent,unmanned mining operations. By enabling vertical integration
of material handling processes,the system provides a sustainable pathway for the digital transformation of metal open-pit
mining.

Key words: open-pit mine,overhead bridge-suspended haulage system,bridge,skip,numerical simulation,technical and
economic analysis

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