1)  grouting process
注浆程序
1.
By the use of mine water irruption observational data, flow attenuation equation and integrated pumping-in tests, the paper analyzed the water reservoir spatial features of limestone water-bearing system as a foundation to select rational proportioning of mortar and grouting process.
根据矿井突水观测资料,利用流量衰减方程并结合压水试验来分析灰岩含水系统贮水空间特征,为选择合理的灰浆配合比和注浆程序提供依据,经陈四楼等煤矿堵水实例验证取得良好的效果。
2)  grouting
注浆
1.
Numerical analysis for grouting effect in jointed slope by FLAC3D;
节理岩坡中注浆效应的FLAC3D数值分析
2.
Heavy metals transport process through clay-solidified grouting curtain in waste landfills;
重金属污染物在黏土固化注浆帷幕中的运移规律
3.
Length Determine and Installation of Borehole Orifice-pipe for Grouting in the Excavation Face of Shaft and Drift;
井巷工作面注浆孔口管的长度确定与埋设
3)  pouring
注浆
1.
Discussion on pouring of sea tunnel construction;
浅谈海底隧道施工中的注浆
2.
Skill points of drilling pouring reinforced bridge pile on complex environment floor;
复杂环境地面钻孔注浆加固桥桩技术要点
3.
Analysis of holding strength level tip of pile pouring optimizing effect;
持力层桩端注浆优化效果分析
4)  injection
注浆
1.
Pre-injection method of the driving face of a subinclined shaft with strong water-bearing bed;
强含水层暗斜井掘进工作面预注浆方法
2.
Application of bentonite injection material in Line No.5 of Beijing Subway Project;
膨润土注浆材料在北京地铁五号线注浆工程中的应用
3.
In the deep underground excavation of Wang'ershan gold mine,three sections of instable laneway with roof fall damage were supported by section steel-net-sprayed concrete system and injection in the wall-rock.
地下工程掘进过程中经常会遇到不同程度的垮塌冒落现象,望儿山金矿在其深部工程施工中,采用型钢冷拔钢丝与喷射混凝土相结合,辅之以壁后注浆工艺,对3处巷道冒落地段进行了永久支护,不但有效地解决了不良地层的掘进冒落问题,而且对地下水的防治也起到了良好的效果。
5)  grout
注浆
1.
An experimental study on the resistance to penetrabilty of a high performance grout for repairing cracks in underwater concrete structure;
适用于水下混凝土结构的高性能注浆修补材料的抗氯离子渗透性能试验研究
2.
The roof is reinforced using full column resin bonded high strength bolts and pre stressed anchor ware, and two side walls are strengthened using high water coagulative material grouting.
分析该类巷道围岩破坏特点 ,提出运用注浆及锚杆支护控制巷道围岩稳定、加强顶板支护强度、充分利用围岩自身承载能力的支护原理 ,研究了合理的注浆、锚杆支护技术 ,包括高水速凝材料注浆加固两帮、顶板采用树脂全长锚固高强度锚杆和小孔径预应力锚索加强支护及两帮树脂加长锚固锚杆支护 ,并介绍一个工程实例。
3.
The calculation method of surface subsidence due to mining with grouting into overburden separation is presented.
提出了离层注浆技术的地表沉陷计算方法，分析了影响注浆减沉效果因素，提出了取得注浆减沉最佳效果的有利因素以及可能取得的最佳效果等。
6)  injecting
注浆
1.
Application of the injecting to sidewalls at the west airshaft in No.13 Coal Mine of Pingdingshan Coal Industrial Group;
壁间注浆在平顶山煤业集团十三矿西回风井的应用
2.
Research on the bottom injecting pre-strengthening construction technique of underground tunnel;
地铁隧道地层注浆预加固施工技术研究
3.
boring using long tube-shed supporting and injecting in advance,cutting with steps method,supporting with flange beam and reinforcing the fondus by injecting are applied in this project.
该工程采用长管棚跟管钻进超前预注浆,台阶法开挖,工字钢支撑,基底注浆加固等措施,较好的解决了隧道内溶洞崩塌堆积体的施工处治,为同类型的的隧道施工提供了借鉴。
参考词条
补充资料：电泳注浆成型
分子式：
CAS号：

性质：陶瓷浆料的成型方法之一。利用浆料中颗粒荷负电，在直流电场作用下向阳极运动而沉积在模型(阳极)上形成坯体的成型方法。此法可加快坯体形成速度，坯体较致密，可用于面砖，基板等的成型，但有时会因水的电解作用产生气泡，电场不均匀会造成坯体厚薄不均或脱模困难，故尚未得到广泛使用。

说明：补充资料仅用于学习参考，请勿用于其它任何用途。