1) engineering pile
工程桩
1.
Quality test by engineering pile stress wave reflection method;
工程桩应力波反射法检测质量的探讨
2.
This article makes an introduction of how to determine construction parameter regarding excavation safety grade and slope angle, by plan finite element analysis on bench method, and by load-bearing analysis of engineering pile.
通过对深大基坑内台阶式放坡挖土时土坡的平面有限元分析求出土坡滑移力,再通过对工程桩的受力分析得出桩身内力,判断是否会产生危害,以确定挖土时的安全坡高、坡角等施工参数。
3.
In foundation excavating,upright post piles and engineering piles form a long -short pile composite foundation.
在基坑工程中,立柱桩和工程桩形成了长短桩复合桩基础。
2) project pile
工程桩
1.
The research to take project pile as anchor pile in static-load-proof test;
工程桩作为竖向抗压静载试验中锚桩的应用探讨
2.
The paper mostly introduces some construction experiences of using one or two project pile as water-lowering well under the case that can t empting the water of the pile, and no other effectual measure can be used, for the discuss with other experts.
本文重点探讨在无法排净孔底积水,也不允许采取其他有效措施的情况下利用1-2个工程桩当做降水桩孔的挖孔桩施工经验,以供同行讨论。
3) foundation pile
工程桩
1.
These factors include excavation shape,wall penetration depth,thickness of soft clay below excavation,soil improvement below excavation base and foundation piles inside excavation.
然后引入基坑形状、围护墙入土深度、坑底下软土深度、坑底被动区地基加固处理及基坑内工程桩对基坑抗隆起稳定性的影响,并且介绍了相应的计算改进方法,为计算抗隆起稳定性提供了更为合理的方法。
2.
Based on the problems in the analysis of excavation,deep excavation is analyzed considering foundation piles in retaining wall.
针对基坑计算中存在的问题,分析工程桩的存在时基坑的变形性状,并与不考虑工程桩的存在时的计算结果作比较。
4) construction pile
工程桩
1.
Pile foundation design for the test piles and anchor piles can t be used to construction pile was introduced also.
用于桩基础设计的试桩、锚桩不能用于工程桩的原因。
2.
On the basis of analysis and comparison among checking time of dead load, pile sedimentation, and pile load, it is possible to check dead load of construction piles with a quick keeping load method.
在对静载检测的观测时间与桩的沉降量和工程桩承载力判别分析对比的基础上 ,提出采用快速维持荷载法检测工程桩静荷载是可行
5) pile
[英][paɪl] [美][paɪl]
工程桩
1.
Using static press on prestressed pipe pile foundation in fluid and plastic sludge floor,the eccentricity is easy to exceed the criterion of the acceptance specification because of the improper control of pressing the pile,earth excavate etc.
在流塑状淤泥质土层中采用静压预应力管桩基础 ,因压桩、土方开挖等方面控制不当极易引起工程桩超桩基础验收规范规定的最大允许倾斜、偏位值 ,这已成为“质量通病”。
6) pile foundations
桩基工程
1.
The mechanical mechanism,working behavior and deformation property of settlement-controlled composite pile foundations are analyzed;and the expressions for the pile number of the composite pile foundations are deduced.
以沉降控制复合桩基为对象,分析其受力机制、工作性态和变形特性,推导复合桩基桩数的计算公式;通过对沉降控制复合桩基沉降量的几种常规计算方法的讨论,建立计算复合桩基沉降量的实用新方法——修正实体深基础分层总和法;并用该方法计算2个沉降控制复合桩基工程的基础沉降量。
补充资料：坦克维修工程车(见坦克保养工程车、坦克修理工程车)
坦克维修工程车(见坦克保养工程车、坦克修理工程车)
tank maintenance %26 repair vehicle
一““、、’v‘丈人1以gUflgCnengChe坦克维修工程车(:artk Inaintenane。%26repair vehicle)装有坦克维修设备、仪器、工具的技术保障车辆。见坦克保养工程车、坦克修理工程车。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条