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1)  post grouting pile technique
后注浆桩技术
2)  starch-pressing technology after pouring pile
灌注桩后压浆技术
1.
Application of starch-pressing technology after pouring pile in project;
灌注桩后压浆技术在工程中的应用
3)  post grouting technique
后注浆技术
1.
The application of post grouting technique in bored concrete pile;
后注浆技术在灌注桩中的应用
2.
Based on the application of post grouting technique in the rigid pile composite foundation, the authors investigated the mechanism of the capacity increase of short rigid pile by this technique.
结合后注浆技术在刚性桩复合地基工程中的应用,探讨后注浆技术提高刚性短桩承载力的作用机理。
4)  post-grouting technology
后注浆技术
1.
The practical example of strengthening pile foundation with post-grouting technology;
用后注浆技术加固桩基的工程实例
2.
Application of the post-grouting technology on project foundation treatment
后注浆技术在工程地基处理中的应用
3.
The pile-end post-grouting technology can help to improve the bearing capacity of drilled grouting piles and to decrease their sedimentation.
本文介绍国内外关于钻孔灌注桩桩端后注浆技术的研究现状、施工工艺及应用实例 ,指出后注浆技术存在的问题和今后的研究方向。
5)  pile-end post-grouting technology
桩端后压浆技术
6)  post grouting pile
后注浆桩
1.
In this paper the technical and economical benefits of post grouting piles were introduced,so that if shows the post grouting piles are new piles with a very bright future.
介绍后注浆桩的技术经济效益 ,从而表明后注浆桩是富有发展前景的新桩型。
2.
In this paper two methods for determining the ultimate bearing capacity of post grouting piles are put forward, i.
提出确定后注浆桩极限承载力的两种方法 :对试验完整的桩采用s lgP法 ;对试验不够完整的桩先用逆斜率法拟合外推 ,而后采用s lgP法。
3.
Based on the comparative study at the same project between cast-in-situ pile with expanded branches and plates and the post grouting pile,the results show that the post grouting pile can effectively improve the pile s bearing capacity and significantly deduce the pile settlement.
通过对扩底桩、支盘桩和后注浆桩三种桩型在同一工程场地的应用对比分析,结果证明,在该地区地质条件下,无论是从提高单桩承载力、减小沉降量,还是从施工质量控制、工程进度、造价角度分析,后注浆桩方案均优于扩底桩、支盘桩方案。
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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