欢迎访问《金属矿山》杂志官方网站,今天是 分享到:

金属矿山 ›› 2019, Vol. 48 ›› Issue (11): 8-13.

• 采矿工程 • 上一篇    下一篇

高官营铁矿高强度新型胶凝材料研究

郭斌1,梁峰2,吴凡2,涂光富1,高谦2   

  1. 1. 河钢矿业公司中关铁矿,河北 邢台 054100;2. 北京科技大学土木与资源工程学院,北京 100083
  • 出版日期:2019-11-15 发布日期:2020-01-03
  • 基金资助:

    基金项目:“十三五”国家重点研发计划重点专项(编号:2017YFC0602903)。

Study on New High Strength Cementitious Material of Gaoguanying Iron Mine

Guo Bin1,Liang Feng2,Wu Fan2,Tu Guangfu1,Gao Qian2   

  1. 1. Zhongguan Iron Mine of Hegang Mining Company,Hebei Iron and Steel Group,Xingtai,054100,China;2. College of Civil and Resource Engineering,University of Science and Technology Beijing, Beijing 100083,China
  • Online:2019-11-15 Published:2020-01-03

摘要: 针对高官营铁矿超细全尾砂,以唐山周边地区的水泥、石灰、脱硫石膏和矿渣为原料,开展了替代水泥的高强度低成本新型充填胶凝材料研究。采用正交试验设计进行了水泥、石灰和脱硫石膏胶凝材料胶结体强度试验。极差分析显示,新型胶凝材料胶结充填体7 d强度影响因素重要程度排序为水泥、石灰、脱硫石膏。充填体7 d强度优化配方为水泥3.5%、石灰2.5%、脱硫石膏17.5%,强度为2.79 MPa,约为32.5R水泥的5.3倍。胶结充填体28 d强度影响权重与7 d强度影响权重相反,28 d强度优化配方为水泥4.5%、石灰2.5%、脱硫石膏17.5%,强度为5.04 MPa,约为32.5R水泥的4.5倍。通过SEM电镜分析得出,新型胶结材料的主导水化产物为钙矾石和C—S—H凝胶,胶结充填体强度的提高是这两种水化产物不断形成与发育的结果。砂浆流变特性试验说明,砂浆浓度为68%的新型胶凝材料充填料浆达到了宾汉体流体状态,适合进行料浆管道输送。现场工业试验表明:胶砂比为1∶5、砂浆浓度为68%的新型胶凝材料充填体28 d强度为4.91 MPa,满足充填进路下部充填体28 d强度大于4 MPa的设计要求,与室内试验结果的误差为2.6%,说明室内试验得到的测试数据可靠度较高,并且在强度性能和接顶率方面较32.5R水泥效果更佳,为矿山进行安全高效充填作业提供了有力保障。

关键词: 地下开采, 充填采矿, 超细全尾砂, 正交试验, 充填体强度, 水化机理, 流变特性

Abstract: In view of the ultra-fine full tailings of Gaoguanying Iron Mine, the research on high-strength and low-cost new filling cementing materials for cement replacement was carried out with cement, lime, desulfurization gypsum and slag as raw materials in the surrounding area of Tangshan City.The strength test of cement,lime and desulfurization gypsum cementitious materials was carried out by orthogonal test design. The range analysis shows that the order of influence of the strength of the new cemented material cemented backfill 7 d is cement,lime,desulfurization gypsum.The optimized strength formula of the filling body 7 d is 3.5% cement, 2.5% lime,17.5% desulfurization gypsum,2.79 MPa strength,about 5.3 times that of 32.5R cement.The strength of the cemented backfill 28 d is opposite to that of 7 d.The 28 d strength optimization formula is 4.5% cement,2.5% lime,17.5% desulfurized gypsum,and 5.04 MPa,which is about 4.5 times that of 32.5R cement.The SEM electron microscopy analysis results show that the dominant hydration products of the new cementitious materials are ettringite and C-S-H gel.The increase of cemented backfill strength is the result of the continuous formation and development of these two hydration products.The rheological property test of the mortar shows that the new cementitious material filling slurry with a mortar concentration of 68% reaches the Bingham body fluid state and is suitable for slurry pipeline transportation.On-site industrial tests show that the strength of the new cementitious material filling body with a mortar ratio of 1∶5 and a mortar concentration of 68% is 4.91 MPa,which meets the design principle requirements of the 28 d strength of the lower filling body of the filling road,which is greater than 4 MPa.The error of the indoor test is 2.6%,which indicates that the test data obtained by the indoor test is relatively reliable,and the strength performance and the topping rate are better than the 32.5R cement,which provides a strong guarantee for safe and efficient filling operation of the mine.

Key words: Underground mining, Filling mining, Ultra-fine full tailings, Orthogonal test, Strength of filling body, Hydration mechanism, Rheological properties