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1)  basic well point
基础井点
1.
By using of water table reduction technology at basic well points at construction site water table is reduced,specific difficult is solved in deep foundation ekcavation in coastal areas,In this article, construction and de-sign of basic well water table reduction technology are briefly introduced combining with geological properties hydrogeological conditions in coastal areas.
沿海地区应用基础井点降水技术,较好地疏于施工场区内地下水、降低地下水位,解决了高层建筑深基础开挖和基础施工中的具体困难。
2)  headframe base
井架基础
1.
Considering the headframe base is influenced by freeze sinking, the paper points out the ways of arranging and observing the survey points of steel frame base's subsidence and deformation.
张北主井表土段采用冻结法凿井 ,考虑到高速建井期间井架基础受到冻结施工的影响 ,提出了钢质井架基础沉降及变形的测点布置、观测方法、精度要求 ,并推导了水准观测中误
2.
In the practice of freezing with several circles of holes the location of headframe base with freezing pipes is overlaid.
在多圈孔冻结时,井架基础位置经常与冻结管重合,给井筒冻结带来不便,且井架基础整体性受到影响。
3)  hoist-tower foundation
井塔基础
4)  caisson foundation
沉井基础
1.
The caisson foundation construction of Changchun light railway cable-stayed bridge without back-stays;
长春轻轨独塔无背索斜拉桥沉井基础施工
2.
By the formula of criterion,the safety factors of the stability against sliding and overturning are computed for one anchor caisson foundation.
通过规范的相应公式计算了某锚碇沉井基础的抗滑、抗倾覆稳定性安全系数;通过Midas/GTS软件建立了锚碇沉井基础的三维非线性有限元计算模型,并基于有限元分析结果建立了相应的抗滑、抗倾覆稳定安全系数的计算公式,对该锚碇沉井基础的抗滑、抗倾覆稳定安全系数进行了计算。
5)  sunk shaft foundation
沉井基础
1.
Study on penetration resistance distribution characteristic of sunk shaft foundation;
沉井基础下沉阻力分布特征研究
2.
The rebuilding scheme fully considers the harmony of the whole bridge with the surrounding environment, meets the planned traffic function requirements and the relative technical standards, puts forward the design of the steel composite beam structure for the main bridge and the technical measures taken for the sunk shaft foundation treat.
该文在对广州市增埗大桥既有桥梁结构安全性评价的基础上,提出增埗大桥改造方案?脑旆桨赋浞挚悸亲芴逵?周围环境的协调,满足规划交通功能要求及相关技术标准,提出主桥钢叠合梁结构设计、旧桥沉井基础处理所采取的技术措施,着重分析设计的重点、难点,可供类似工程借鉴。
3.
In this article, the author analyzes some aspects of false centers in construction of sunk shaft foundations such as formation, reasons and hazards, and states matters need attention in construction and prevention and correction measures.
分析了沉井基础施工中虚假中心的形式、形成原因及危害,阐述了在施工过程中需注意的事项及预防与纠正措施。
6)  sunk well foundation
沉井基础
1.
This paper analysed stability and structural calculation of sunk well foundation and its application in the discharging sluice of Shuang Yanghe river.
以黑龙江省双阳河泄洪闸为例,进一步分析了沉井基础的稳定与结构计算。
补充资料:经济基础(见经济基础与上层建筑)


经济基础(见经济基础与上层建筑)
economical basis

  J ingji Jiehu经济基础与上层建筑。(eeonomiealbasis)见经济基础
  
说明:补充资料仅用于学习参考,请勿用于其它任何用途。
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