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1)  pre-grouting
预注浆
1.
Study on Pre-grouting Technology for Resuming Sinking of 1000m S haft in Tongling;
铜陵千米竖井恢复下掘预注浆技术的研究
2.
Application of wholly-covering, zoning and pre-grouting waterproofing techniques in station-to-station tunnels;
全包式分区及预注浆防水技术在区间隧道中的应用
3.
Pre-grouting Technology Against Water Seepage Applied to Storage Cavern of Shantou LPG Terminal Project;
汕头LPG海底大型储气库工程预注浆堵水防渗技术
2)  pregrouting
预注浆
1.
Chemical pregrouting treatment applied to water leakage control of fissured surrounding rocks in inclined mine shaft of Zhaozhuang Mine;
赵庄矿斜井微裂隙围岩防渗化学预注浆治理
2.
Design and Construction of the Grout Pad in High Pressure Pregrouting at Shaft Stopes;
竖井工作面高压预注浆止浆垫设计与施工
3.
Based on researches before and contraposing the producing geological conditions of 3100 island mining face of Daiyang coal mine, this paper studied the mechanism of pregrouting and lag grouting reinforcing with ZKD.
本文在前人研究的基础上,针对山西兰花集团大阳煤矿3100孤岛综放工作面回采巷道的生产地质条件,研究分析了高水速凝材料预注浆、滞后注浆加固机理;实验分析注浆参数与破碎煤体力学性能的关系,破碎围岩锚杆支护机理与支护技术;综合应用理论分析、数值计算、实验室实验研究确定了采动支承压力作用的大阳煤矿3100孤岛综放工作面回采巷道破碎围岩支护技术。
3)  grouting in advance
预注浆
1.
By means of grouting in advance at the working face and selecting reasoble pouting technology in the tunneling of mix-shaft which gushes out great quantity of water,not only can it improve working condition but also can quicken the pace of the project.
文中介绍了在涌水较大的竖井井筒掘砌施工中,采用工作面预注浆,合理选 择注浆工艺,既可改善施工条件,又能加快工程进度。
2.
It use Shanxi Lanhua Group Dayang Coal Mine 3100 Isolated working face as study object,apply high water quick-set to grouting in advance of soft top coal,lag grouting to drift.
研究了在采动支承应力作用下松软顶煤巷道的稳定控制技术,以山西兰花集团大阳煤矿3100孤岛面的回风巷为研究对象,应用高水速凝材料对松软顶煤预注浆、对巷道两帮煤体滞后注浆,锚杆、锚索联合支护的方式有效控制了松软顶煤动压巷道围岩变形。
4)  advance grouting
预注浆
1.
Practice of advance grouting of pump house in Hexi Gold Mine;
河西金矿水泵房工作面预注浆实践
2.
The method of pipe anchor of advance grouting is adopted to avoid flowing sond and piping It argues the mechanism of advance grouting in waterproof and reinforcement.
本文介绍了在基坑喷锚支护工程中,采用锚管预注浆法对基坑边坡进行超前支护,防止流砂及管涌,并对预注浆法的止水及加固机理进行了探讨,分析了浆液在砂土层中的扩散及胶凝等过程,通过土方开挖验证了注浆效果,使喷锚支护能够顺利进行。
5)  pre-grouting method
预注浆法
6)  ground pre-grouting
地面预注浆
1.
Using directional technology, the ground pre-grouting holes were bored into the goal strata along the "S" track to give room for freezing holes boring.
利用定向技术使得地面预注浆钻孔沿“S”形轨迹进入注浆目的层,让出井盘空间施工冻结钻孔,并应用高精度测斜技术和定向技术,使得冻结钻孔有效避开注浆套管,从而实现地面预注浆与冻结造孔工程完全平行作业,缩短建井准备工期。
补充资料:连续预聚法制浆
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性质:甲基丙烯酸酯间歇预聚法制浆的连续化过程。由预热器、预聚器和冷却器三个主要设备组成。已配好的甲基丙烯酸酯单体连续地通过预热器(加热到50~60℃),预聚器(在90~95℃停留约15min被预聚),进入冷却器完成制浆。此法具有生产效率高、浆料质量稳定及操作简便等特点,是有机玻璃连续生产的重要先决条件。

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