PDF(1042 KB)
Preparation and Properties of Polyurethane Foam Grouting Material Modified by Waterglass
WANG Lei-yu, XIAO Bi, ZHENG Xiao-kang, SHAO Xiao-mei, CHEN Liang
Journal of Changjiang River Scientific Research Institute ›› 2026, Vol. 43 ›› Issue (4) : 210-215.
PDF(1042 KB)
PDF(1042 KB)
Preparation and Properties of Polyurethane Foam Grouting Material Modified by Waterglass
[Objective] Grouting has been recognized as an effective solution for water inrush treatment in underground engineering. Organic grouting materials such as polyurethane (PU) are strongly adhesive but expensive,whereas inorganic grouting materials such as waterglass (WG) are cheap but have low elasticity. To improve the performance of polyurethane grouting materials,we investigated the influence of waterglass content on the macroscopic and microscopic properties of polyurethane. [Methods] Polyphenyl polymethylene polyisocyanate (PAPI),waterglass,and polyether polyol were used as the basic raw materials,and the inorganic/organic hybrid method was adopted to prepare polyurethane foam grouting material modified by waterglass. The influence of waterglass content by weight (0,20%,40%,60%,80%) on the foaming rate,density,and compressive strength of the modified polyurethane was investigated. A fitting relationship between polyurethane density and elastic modulus was established. Scanning electron microscopy (SEM) and thermogravimetric analysis (TGA) were used to measure the influence of waterglass content on the cross-sectional morphology and thermal stability of materials. [Results] (1) Macroscopic property results showed that,with increasing waterglass content,both the foaming rate and compressive strength first increased and then decreased. When the waterglass content was 20%, the foaming rate and compressive strength reached maximum. Under this condition, the foaming rate was 2 684%, and the compressive strength at 7 d was 38.9 MPa. In addition, the heat released by the reaction increased the instability of the cell structure and even caused cell collapse, resulting in decreases in foaming rate and compressive strength. Notably, when the density changed from 1.102 g/cm3 to 0.959 g/cm3, the compressive strength of materials decreased by approximately 70%. Based on the experimental results, the fitting relationship between the density and elastic modulus of the modified polyurethane was obtained as E∝ρ1.8.(2) The results of scanning electron microscopy showed that, with increasing waterglass content, the smooth polyurethane surface was gradually covered by an amorphous inorganic phase surrounding the spherical cells. The structure of the materials eventually became loose and porous.(3) TGA results showed that the thermal stability of the modified polyurethane was better than that of pure polyurethane. The TG curve showed that when T<80 ℃, the thermal mass loss of the materials was only about 5%, indicating that the initial decomposition temperature of the materials was about 80 ℃. When T >600 ℃, the curve became stable, meaning that the modified polyurethane with waterglass content of 0, 20%, 40%, 60%, and 80% lost approximately 84%, 77%, 72%, 65%, and 53% of their mass, respectively. The curves then tended to stabilize, indicating that the incorporation of waterglass could enhance the thermal stability of polyurethane.(4) DTG (Differential Thermogravimetry) curve showed that the mass loss rate of polyurethane was significantly higher than that of the modified polyurethane. This was attributed to the fact that the inorganic components precipitated in the reaction system were encapsulated on the surface of polyurethane matrix. The presence of Si-O bonds increased the intermolecular forces, resulting in the need for more energy to cause thermal decomposition of the materials. Therefore, the addition of waterglass effectively reduced the thermal decomposition rate of polyurethane.[Conclusion] Polyurethane/waterglass (PU/WG) is an organic-inorganic hybrid material that has the advantages of both polyurethane and waterglass. Analysis of the relationship between waterglass content and the macroscopic and microscopic properties of the modified polyurethane shows that the addition of waterglass helps increase the foaming rate, compressive strength, and thermal stability of polyurethane. These findings offer data support for the performance improvement and system optimization of the modified oil-soluble polyurethane grouting materials.
headrace tunnel / water inrush / polyurethane / waterglass modification / foam grouting materials / scanning electron microscopy (SEM) / thermogravimetric analysis (TGA) / compressive strength
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Xianglushan deep-buried long tunnel is a control project for the total construction period of the water diversion project in central Yunnan Province. With a total length of 62.596 km and maximum buried depth of 1 450 m, the tunnel is featured with large survey scope, complex geotectonic background and complicated karst hydrogeological conditions as well as sensitive groundwater environment. In survey period, the tunnel line was selected and its engineering geological and hydrogeological conditions and major engineering geological problems were basically ascertained. In this paper, we probe into such problems including the seismic resistance in high earthquake-intensity area and shear resistance of structures passing through active fractures, the environmental impacts of water inrush and mud intrusion, the high geostress, hard rock burst, large deformation of soft rock, high external water pressure, and the special geotechnical engineering problems of coal stratum and expansive soils. The research result offers a technical support for the design and construction of tunnel and a reference for researches on similar deep-buried long tunnels.
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The Central Yunnan Water Diversion Project features extremely complex geological structure background and seismic geological conditions. With a total length of 62.60 km and a maximum buried depth of 1 450 m, Xianglushan tunnel crosses the Hengduan Mountains in northwest Yunnan, the watershed of Jinsha River and Lancang River, and several regional deep faults. It is the longest single tunnel with the largest buried depth in the Central Yunnan Water Diversion Project and is also the most difficult to construct large, deep and super long tunnel with the most complex geological condition in water conservancy projects under construction in China. In view of the major engineering geological problems and the potential risks of groundwater environmental impact, we systematically summarize the key survey technologies including 3S-based geological remote sensing interpretation, magnetotelluric sounding, kilometer-level deep hole exploration and testing, route selection of large deep-buried and super long tunnels in complex karst areas, and numerical simulation of three-dimensional seepage field of groundwater. We also developed some key technologies of advanced geological prediction applicable for large, deep-buried, and long tunnels in complex geological conditions, kilometer-level deep hole geostress testing technology, as well as deep rock hydrogeological parameter testing technology. Such technologies form a whole set of systematic and comprehensive research methods for investigating large buried and super long tunnels.
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贾小盼, 栗莎, 马瑞彦, 等. 纳米SiO2改性聚氨酯注浆材料的制备及性能研究[J]. 功能材料, 2022, 53(7): 7232-7236.
采用原位聚合法,通过掺入不同含量(0,2%,4%和6%)(质量分数)的纳米SiO<sub>2</sub>,制备了纳米SiO<sub>2</sub>改性聚氨酯注浆材料。通过电子密度计、黏度计、电子万能试验机和SEM等对该材料的密度、包水性、凝胶时间、力学性能和微观形貌等进行了测试表征。结果表明,随着纳米SiO<sub>2</sub>含量的增加,改性聚氨酯注浆材料的密度、黏度、固含量、凝胶时间和包水性均呈现出逐渐增大的趋势。当纳米SiO<sub>2</sub>的含量为6%(质量分数)时,试样的密度、黏度、凝胶时间、固含量、包水性和压缩强度均达到了最大值,分别为1.21 g/mol,1 769 mPa·s,140.8 s,78%,53.9 s和0.115 MPa;随着纳米SiO<sub>2</sub>含量的增加,改性聚氨酯注浆材料的遇水膨胀率和发泡率均呈现出逐渐减小的趋势,当纳米SiO<sub>2</sub>的含量为6%(质量分数)时,试样的遇水膨胀率和发泡率达到了最小值,分别为811.2%和150.5%;SEM分析发现,未掺杂纳米SiO<sub>2</sub>的聚氨酯注浆材料的尺寸分布不均匀,并且有明显的缺口,掺入适量纳米SiO<sub>2</sub>后,改性聚氨酯注浆材料的尺寸明显变小,且分布较为均匀,缺口的分布也明显减少,但掺入较多纳米SiO<sub>2</sub>时,在局部区域有团聚和尺寸变大的现象。综合来看,纳米SiO<sub>2</sub>的掺入使聚氨酯注浆材料的综合性能得到了明显改善,纳米SiO<sub>2</sub>的最佳掺杂比例为6%(质量分数)。
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