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黄金科学技术 ›› 2022, Vol. 30 ›› Issue (6): 901-911.doi: 10.11872/j.issn.1005-2518.2022.06.082

• 采选技术与矿山管理 • 上一篇    

地下金属矿山斜坡道浆土路修筑工艺及应用研究

李杰林1(),毛德华1,彭朝智2,王胜利3,冯孟兵3,赵明亮3,李奥1   

  1. 1.中南大学资源与安全工程学院,湖南 长沙 410083
    2.云锡股份有限公司卡房分公司,云南 个旧 661000
    3.北京路嘉科技有限公司,北京 102200
  • 收稿日期:2022-06-24 修回日期:2022-10-22 出版日期:2022-12-31 发布日期:2023-01-06
  • 作者简介:李杰林(1982-),男,湖南宁远人,博士,副教授,从事金属矿山开采、采空区处理及矿山岩石力学等研究工作。lijielin@163.com
  • 基金资助:
    “十三五”国家重点研发计划课题“面向固废源头减量的硼镁铁矿精准连续化开采技术与示范”(2020YFC1909801)

A Study of Construction Technology and Application of Pulp-Soil Decline at an Underground Metal Mine

Jielin LI1(),Dehua MAO1,Chaozhi PENG2,Shengli WANG3,Mengbing FENG3,Mingliang ZHAO3,Ao LI1   

  1. 1.School of Resources and Safety Engineering, Central South University, Changsha 410083, Hunan, China
    2.Kafang Branch Co. , Ltd. , Yunnan Tin Group, Gejiu 661000, Yunnan, China
    3.Beijing Road Plus Technology Co. , Ltd. , Beijing 102200, China
  • Received:2022-06-24 Revised:2022-10-22 Online:2022-12-31 Published:2023-01-06

摘要:

斜坡道是地下金属矿山的主要运输通道,其道路质量直接影响着矿山的安全运输和经济效益。针对斜坡道混凝土浇筑路面存在的筑路成本高、养护时间长、使用寿命短及维护困难等不足,引入浆土路修筑技术,开展了地下金属矿山斜坡道浆土路筑路材料配比试验、黏土搓条和崩解试验、水洗筛分试验,并在云南卡房分公司完成了浆土路试验路段的修筑。结果表明:浆土路筑路技术能够很好地应用于地下矿山道路修筑,具有施工工艺简单、筑路成本低、施工周期短、承载能力强、抑尘防滑和低碳环保等诸多优点,为地下金属矿山道路修筑提供了工程借鉴,对于矿山降本增效、节能减排及安全高效具有重要的意义。

关键词: 地下金属矿, 斜坡道, 生物酶, 浆土路, 施工工艺

Abstract:

The decline is the main access channel of underground metal mines,and its road quality directly affects the safe transportation and economic benefits of the mine.Flat and durable roads can effectively reduce vehicle driving resistance,reduce fuel consumption and vehicle maintenance costs,and at the same time can extend the service life of tires,improve the work efficiency and safety comfort of vehicle transportation,and greatly reduce hauling costs.At present,the decline pavement mostly adopts concrete pouring method,which has the shortcomings of high road construction cost,long maintenance time,short service life and difficult maintenance.At present,the pulp-soil road construction technology has been widely used in the con-struction of open-pit mine roads,and has played an important role.But for underground mines,due to the construction environment of underground confined space,water accumulation on the floor or dripping on the roof,and high anti-skid requirements on the road,this technology is still less used.In order to solve the shortage of concrete road construction methods for underground mine decline,the construction process of slurry road construction technology in the decline construction of the Kafang Branch of Yunnan Tin Industry Co.,Ltd. was studied,and the mud belt length of the yellow clay in the area was quickly identified by using the mud belt method to be 80 cm.The disintegration method identified the good water resistance of yellow clay,and comprehensively determined that yellow clay was most suitable for building slurry dirt roads.The washing and screening test was carried out to determine the optimal material ratio of yellow clay,manufactured sand,fine aggregate and coarse aggregate,and the field test of pulp dirt road construction was carried out on the decline of the Kafang Branch,and the on-site construction process of the pulp road was introduced in detail.The results show that the pulp-soil road construction technology can be well applied to the underground mine road construction,and has many advantages such as simple construction technology,low road construction cost,short construction period,strong bearing capacity,dust and skid control,low carbon environmental protection,etc.It has important significance for the mine cost reduction and efficiency improvement,energy saving and emission reduction,safety and high efficiency.

Key words: underground metal mine, decline, biological enzyme, pulp-soil road, construction process

中图分类号: 

  • TD525

图1

生物酶对黏土分子的作用过程(刘树德等,2015;马千里等,2017)(a)降低土壤表面张力和水的黏度;(b)改变土壤结构、降低土壤含水量"

表1

运矿卡车基本参数"

参数数值
额定载重量/t12
料斗容量/m35.85±0.3
最大牵引力/kN112
爬坡能力(重载)/(°)12
最小离地间隙/mm270
轴距/mm3 350±30
轮距/mm1 380
整车重量/t13±0.5

图2

斜坡道混凝土路面及矿车轮胎磨损情况(a)主斜坡道混凝土路面情况;(b)矿车通行情况;(c)、(d)矿车轮胎磨损情况"

图3

黏土崩解试验"

图4

各黏土搓条长度"

图5

筑路材料"

图6

生物酶"

图7

水洗筛分试验流程"

图8

筑路材料准备(a)配料;(b)喷浆;(c)翻拌"

图9

浆土路地下道路施工现场作业(a)路基清理;(b)材料摊铺;(c)材料刮平;(d)钢轮压实;(e)封面溶液喷洒;(f)胶轮压实"

图10

同一位置筑路前后效果对比(a)斜坡道原始路面;(b)浆土路修筑完毕并放行车辆时;(c)、(d)浆土路运行半年后路面"

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