代国忠, 殷琨, 靖向党. 水泥灌浆锚杆浆液材料改性的试验研究[J]. 煤田地质与勘探, 2005, 33(2): 79-80.
引用本文: 代国忠, 殷琨, 靖向党. 水泥灌浆锚杆浆液材料改性的试验研究[J]. 煤田地质与勘探, 2005, 33(2): 79-80.
DAI Guo-zhong, YIN Kun, JING Xiang-dang. Study and test on the modification of cement grouting mate rial for anchor engineering[J]. COAL GEOLOGY & EXPLORATION, 2005, 33(2): 79-80.
Citation: DAI Guo-zhong, YIN Kun, JING Xiang-dang. Study and test on the modification of cement grouting mate rial for anchor engineering[J]. COAL GEOLOGY & EXPLORATION, 2005, 33(2): 79-80.

水泥灌浆锚杆浆液材料改性的试验研究

Study and test on the modification of cement grouting mate rial for anchor engineering

  • 摘要: 通过室内水泥浆液正交试验,优选出水泥灌浆锚杆的水泥外加剂类型及加量比例,以提高锚杆固结水泥结石体的早期强度,在确保水泥浆液的可灌性条件下,可使水泥 (2~3d)凝期的强度提高 50%~100%,即将锚杆张拉与锁定的时间缩短到 2~3d左右,确保边坡支护体系的安全性。

     

    Abstract: In order to greatly enhance the primary conpressive strength of cement grouting liquid used for anchor engineering, through laboratory and ground testing,types and weights of cement's additive obtained optimizing. Under the condition that the cement slurry is groutable,the conpressive strength of cement grouting liquid could increase 50 to 100 percent in two or three days condensing time, which would greatly enhance the construction speed of anchor engineering, timely control metamorphose of borderslope, as to insure safety of supporting system.

     

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