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1)  pressure-fissure grouting
压裂注浆
1.
This article, through indoor experiment and theoretical analysis, studied the pressure-fissurc grouting mechanism, held that the pressure-fissure grouting process are the processes of the ence, deveiopment and linking up by fissures insids the rocks under the stress and grout joint action, it generalized the four principles for pressure-fissure grouting to follow.
本文通过室内试验和理论分析,对压裂法注浆机理进行了研究,认为压裂注浆过程是岩体内部裂隙在地应力与浆液共同作用下的发生、发展和贯通过程,并总结出压裂注浆遵循的四条规律。
2)  high-pressure splits grouting
高压劈裂注浆
1.
The mechanism research on two times high-pressure splits grouting;
二次高压劈裂注浆的机理研究
3)  static pressure and fracture grouting
静压与劈裂注浆
1.
This paper analyze the construction effect by static pressure and fracture grouting process on soft ground at a section of railway foundation of Bin Sui railway, and presents some problems which need to be noticed in the design of ground process in analogous formations.
本文通过对滨绥铁路某段软地基进行静压与劈裂注浆处理施工效果的分析,提出在类似地层中进行软地基处理设计应注意的问
4)  fracturing grouting
劈裂注浆
1.
Experiment of fracturing grouting in soft flowing mucky clay in Nanjing tunneling construction;
南京地铁软—流塑淤泥质地层劈裂注浆试验研究
2.
Steel floral tube fracturing grouting technology is adopted in slop reinforcement of Shenzhen Buji eastern and western main-road.
深圳布吉东西干道边坡采用钢花管劈裂注浆技术加固。
3.
The design method and construction process of fracturing grouting method applied in soft foundation treatment in operating Harbin—Suifenhe railway are introduced in details.
详细介绍了运营中的黑龙江滨绥铁路运用劈裂注浆法进行软土地基处理的设计方法和施工工艺,探讨了劈裂注浆容许注浆压力的设计计算方法,根据运营铁路的地理条件和地质性质设计了快速凝结的水泥浆水玻璃的一组配合比,并设计了3 个不同角度采取不同的压力分段注浆,实现了防渗与地基加固的双重目的。
5)  fracture grouting
劈裂注浆
1.
Penetration radius and grouting pressure in fracture grouting;
桩底劈裂注浆扩散半径和注浆压力研究
2.
Following fracture grouting and reinforcement of soft clay,the grout concretion in the clay will form a veined supporting frame,leading to significant increase in compression module of the resulting composite mass.
软粘土经劈裂注浆加固后,浆液结石体在土中形成脉状骨架提供支撑,从而使复合土体的压缩模量大幅提高。
6)  splitting grouting
劈裂注浆
1.
In this paper,factors exerting influences on beating capacity and working mechanism of split- ring grouting have been analyzed for the soil layer anchor pole,and deducing of calculation parameter is completed for splitting grouting.
文章分析了影响土层锚杆承载力发挥的因素和劈裂注浆作用机理,完成了劈裂注浆作业参数的计算推导,并在此基础上,进行了岩石锚杆劈裂注浆的压力计算。
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。

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