Advance Search
LIU Lizong. Influence of water glass parameters on stability of modified polyurethane grouting materials[J]. COAL SCIENCE AND TECHNOLOGY, 2021, 49(8): 103-107.
Citation: LIU Lizong. Influence of water glass parameters on stability of modified polyurethane grouting materials[J]. COAL SCIENCE AND TECHNOLOGY, 2021, 49(8): 103-107.

Influence of water glass parameters on stability of modified polyurethane grouting materials

More Information
  • Available Online: April 02, 2023
  • Published Date: August 24, 2021
  • At present,polyurethane and sodium silicate modified polyurethane are the most widely used grouting reinforcement materials in coal mine,but the latter has gradually become the most widely used advanced grouting reinforcement material due to the advantages of non-combustion and low reaction temperature. As one of the most widely used coal face grouting materials,its performance stability is very important. In the actual grouting,the phenomenon of white material layering in two components often occurs. In order to achieve the expected reinforcement effect and ensure the construction safety. In this paper,the influence of key parameters in water glass on the stability of white material system,such as modulus,Baume degree and iron ion content are studied. The precipitation amount of component a under different parameters was recorded,and the content of iron ion in the sample was determined by spectrophotometry. In addition,the main components of the precipitates were analyzed by FTIR. The results show that 3.3 high modulus sodium silicate easily leads to gel formation. The 2.4-2.7 modulus has little effect on the precipitation of the system,which eventually leads to the precipitation of 4~5 mm. However,the stability of 2.4 modulus system is relatively good. And the quality of water glass from different manufacturers with the same parameters is quite different,and the early precipitation of 2.4HP-50 sample is relatively slow. The content of iron ions in samples 1—7 ranged from 0.006 5% to 0.035 0%,iron ion content is not the main factor affecting the stratification of the system,and the highest iron ion content is 0.035% in No.6 sample. However,there is no positive correlation between the content of iron ions and the amount of precipitation,the infrared spectrum of the precipitates of No. 3—6 samples is basically the same,and the main analysis is glycerin and catalyst. It can be determined that the components of the precipitates are the same. Therefore,the main reason for the precipitation of the system is that the amine catalyst breaks the charge balance of the water glass colloid. According to the similar phase solubility theory,the alcohol amine catalyst brings the glycerine out of the system together to cause the white material stratification.
  • Related Articles

    [1]ZHAI Xiaorong, WU Jiwen, HU Ru, BI Yaoshan, LIU Wei, LI Ning. Study on surface pre-grouting reinforcement layer of stratified regenerated roof under bifurcated coal seam[J]. COAL SCIENCE AND TECHNOLOGY, 2022, 50(11): 30-39.
    [2]PENG Yinghua, HUA Youji, LI Xijian, YOU Xianzhong, ZHAI Wenjie. Experiment and application of grouting reinforcement material for broken coal and rock in roadway[J]. COAL SCIENCE AND TECHNOLOGY, 2022, 50(4): 85-90.
    [3]Ren HaiqiangTao Guangmei, . Study on grouting reinforced technology of roadway affected by dynamic pressure[J]. COAL SCIENCE AND TECHNOLOGY, 2016, (3).
    [4]WANG Mao-sheng WANG Meng DU Hai-long, . New Inorganic Grouting Material Applied to Reinforce Broken Surrounding Rock[J]. COAL SCIENCE AND TECHNOLOGY, 2014, (8).
    [5]YUAN Hui DENG Jun PU Chao-yang AN Xu-liang CHENG Zhen-fu CHEN Yuan-kun ZHOU Wei-jin WANG Cong-ping HUANG Jian, . L Type Borehole Ground Grouting Reinforcement Technology of Surrounding Rock in Deep Mine Roadway[J]. COAL SCIENCE AND TECHNOLOGY, 2014, (7).
    [6]GUO Dong-ming WANG Cheng-gang WU Yi-yao HOU Jian LIU Kang XUE Hua-jun, . Surrounding Rock Failure Mechanism and Technology of Grouting Reinforcement in Winch Chamber[J]. COAL SCIENCE AND TECHNOLOGY, 2014, (4).
    [7]XU Yan-chun YANG Yang, . New Progress on Floor Grouting Reinforcement Technology of Water Control in Coal Mining Face[J]. COAL SCIENCE AND TECHNOLOGY, 2014, (1).
    [8]YU Hong LI Chun-yuan FU Zhen-jiang, . Grouting Reinforcement Technology of Coal Mining Face with Thin Base Rock Broken Roof and Brittle Fracture Coal Mass[J]. COAL SCIENCE AND TECHNOLOGY, 2013, (12).
    [9]Experiment Study on Secondary Grouting Reinforcement of Broken Surrounding Rock in Large Loose Circle[J]. COAL SCIENCE AND TECHNOLOGY, 2012, (12).
    [10]Numerical Analysis on Grouting Reinforcement Effect of Instable Surrounding Rock in Structure Zone[J]. COAL SCIENCE AND TECHNOLOGY, 2011, (3).
  • Cited by

    Periodical cited type(6)

    1. 蔡顺枝. 隧道加固用聚氨酯复合注浆材料制备及性能试验分析. 粘接. 2023(03): 114-117 .
    2. 熊浩,刘建,秦晓艳,白旭,赖浩. 改性水玻璃抑制剂研究进展. 矿产保护与利用. 2023(05): 138-145 .
    3. 李华斌. 水工隧洞早强微膨胀注浆材料试验配比研究. 水利科技与经济. 2022(05): 136-139 .
    4. 黄勤健. 粘土改性水泥注浆材料配比优化试验研究. 合成材料老化与应用. 2022(03): 92-94+35 .
    5. 胡相明,祝富盛,凌青,王其宝,卢文欣,余明高,王鹏,王伟. 复合催化剂改性矿用酚醛树脂低热值及发泡性能研究. 煤炭科学技术. 2022(05): 179-189 . 本站查看
    6. 刘兆祥,李斌. 大型矿井采空区注浆超长距离管线防大面积跑浆关键技术研究. 煤炭科学技术. 2021(S2): 98-103 . 本站查看

    Other cited types(2)

Catalog

    Article views (86) PDF downloads (418) Cited by(8)
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return