欢迎访问《金属矿山》杂志官方网站,今天是 分享到:
×

扫码分享

金属矿山 ›› 2010, Vol. 39 ›› Issue (06): 34-37.

• 采矿工程 • 上一篇    下一篇

尾砂胶结材的配合比设计及其对铅锌尾砂的固化效果

翟雯婷1, 潘志华1, 王方汉2   

  1. 1.南京工业大学;2.江苏银茂控股集团有限公司
  • 出版日期:2010-06-15 发布日期:2010-11-09

Proportion Design of a Tailing Binder and its Solidified Effect on Lead-zinc Tailings

Zhai Wenting1,Pan Zhihua1,Wang Fanghan2   

  1. 1.Nanjing University of Technology; 2.Jiangsu Yinmao Holding Group Co.,Ltd.
  • Online:2010-06-15 Published:2010-11-09

摘要: 通过水泥净浆强度试验,选出具有较高早强发展速度和稳定后期强度的尾砂胶结材的适宜配合比(简记为ASGL),同时通过水泥-尾砂固化体强度试验检验了尾砂胶结材对铅锌尾砂的固化效果。试验结果表明,当胶结材配合比为硫铝酸盐水泥∶矿渣粉∶无水石膏∶生石灰=30∶45∶20∶5时,净浆1 d,3 d,7 d和28 d抗压强度分别可达23.9,26.6,38.7和47.3 MPa。当浆体固含量相同的情况下,ASGL-尾砂固化体强度发展高于PC32.5R水泥-尾砂固化体,早期强度尤其明显,特别适用于回填速度要求较高的尾砂回填作业场合。

关键词: 胶结材, 尾砂, 回填, 固化

Abstract: A new proper binding composition named as ASGL for the tailings binder with high early strength development and consistent evolution of later strength was designed by means of cement paste strength tests,and its stabilization effectiveness for lead-zinc tailings was examined through strength tests on cementing-tailing  stabilized mixtures.Results show that the compressive strength of binder can be 23.9,26.6,38.7 and 47.3 MPa respectively when ASGL of binder is under appropriate mix proportion with sulphate-aluminate cement 30%,granulated blast furnace slag 45%,natural anhydrite 20% and lime 5% at 1 d,3 d,7 d and 28 d.Under the same of solid paste content,the strength development of the stabilized ASGL-tailings is higher than that of PC32.5R,especially at the early stage.Therefore,it is much suitable for the application case of tailings back filling with requirement of high filling speed.

Key words: Binder, Tailings, Back filling, Stabilization