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充填料浆L型管道自流输送模拟试验分析
引用本文:邓代强,王莉,周喻,张友轩.充填料浆L型管道自流输送模拟试验分析[J].广西大学学报(自然科学版),2012(4):837-843.
作者姓名:邓代强  王莉  周喻  张友轩
作者单位:湖南科技大学煤矿安全开采技术湖南省重点实验室;长沙矿山研究院有限责任公司采矿工程中心;国家金属采矿工程技术研究中心;北京科技大学土木与环境工程学院
基金项目:国家“十一五”科技支撑计划项目(2008BAB32B01);煤矿安全开采技术湖南省重点实验室开放基金(201108)
摘    要:为掌握不同配方及浓度的充填料浆的输送特性及可实现的自流充填倍线,以为提高充填管网设计的可靠性提供设计依据,采用L型管道自流输送的方法,结合现场工业生产开展实验方案设计,进行了不同浓度及配比条件下的充填料浆的流变参数测试,并分析了不同配比及浓度料浆的流变性能指标及充填倍线的变化规律。结果表明:同等可比条件下,浓度或配比较高的充填料浆具有较强的粘聚性,其剪切应力较大,稀释后其相关指标大幅降低,当料浆浓度很低时,可实现自流输送的充填倍线大幅增大。研究结果可为充填工艺中的管网布置和优化提供理论依据。

关 键 词:L型管道  输送阻力  流变参数  模拟试验  管网布置

Experimental analysis on the transportation simulation of filling slurry in L-shape pipeline
DENG Dai-qiang,WANG Li,ZHOU Yu,ZHANG You-xuan.Experimental analysis on the transportation simulation of filling slurry in L-shape pipeline[J].Journal of Guangxi University(Natural Science Edition),2012(4):837-843.
Authors:DENG Dai-qiang  WANG Li  ZHOU Yu  ZHANG You-xuan
Institution:1.Hunan Provincial Key Laboratory of Safe Mining Techniques of Coal Mines, Hunan University of Science and Technology,Xiangtan 411201,China; 2.Center of Mining Engineering,Changsha Institute of Mining Research Co.,Ltd,Changsha 410012,China; 3.National Engineering Research Center for Metal Mining,Changsha 410012,China; 4.Civil and Environmental Engineering School,University of Science and Technology Beijing, Beijing 100083 China)
Abstract:In order to improve the reliability of filling pipe network,the transportation characteristics of filling slurry with different formulation and concentration should be obtained.Combined with the reality of industrial production,the L-shaped pipe gravity transportation method was adopted to design the experiment.The rheological parameters of filling slurry with different concentration and proportion were tested in the experiment,and the variation of rheological property indicators of slurry and filling times line with different proportion and concentration were analyzed.The results are: ① under the comparable condition,the filling slurry has higher cohesion as concentration or proportion increases;② after dilution,relative indices decrease drastically due to high shear stress in filling slurry;③ the filling times line of realizable gravity transportation will increase drastically when the concentration of slurry is very low.Therefore,this research can be a beneficial reference for the optimized layout of the pipe network in filling technology.
Keywords:L-shape pipeline  transportation resistance  rheology parameter  simulation experimentation  pipeline layout
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