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1)  inserted type tower foundation
插入式铁塔基础
2)  oblique inserting iron tower foundation
斜插式电力铁塔基础
3)  inserted foundation
插入式基础
1.
Pullout ture experiment on the inserted foundation;
插入式基础真型抗拔试验研究
2.
Along with the further progress of the West Development, and wide application of the latticed steel tubular tower, double circuits on same tower and many circuits on same tower in UHV transmission lines, inserted foundation also got the extensive application, but theoretical study is a long way behind engineering practice.
随着我国西部大开发的进展,格构式钢管塔以及同杆双回路和同杆多回路铁塔在特高压输电线路中大量应用,插入式基础在许多领域内也得到了广泛的应用,但理论研究远落后于工程实践。
4)  stub-angle-inserted foundation
角钢插入式基础
1.
Experimental research on load bearing capacity of stub-angle-inserted foundation for 750 kV transmission line tower;
750kV输电线路角钢插入式基础承载力试验
5)  iron tower foundation
铁塔基础
1.
Discussion on iron tower foundation style choice
简述铁塔基础形式的选择
2.
The part area adopts heat-bar treatment measure,to ensure permafrost areas iron tower foundation s stability of Nachitai-Wudaoliang-Tuotuohe transmission line engineering.
为确保纳赤台—五道梁—沱沱河送电线路工程多年冻土地区铁塔基础地基的稳定,部分地段采用了热棒处理措施。
3.
The optimum design of independent iron tower foundation with the method of network searching is studied.
用网络搜索法 ,对独立式铁塔基础进行了优化设计 ,并开发了相应软件 ,使铁塔基础设计更经济、更快速。
6)  tower foundation
铁塔基础
1.
Through calculation and analysis,as well as many years\' operation practice it is a reliable way that slope value of mountainous HV transmission tower foundation calculated based on rock shearing area is reduced by 1 m,the foundation depth should be added by 0.
经过计算分析和多年的实践可以认为,按岩石抗剪面计算的山区高压输电线路铁塔基础的边坡数值每缺少1 m,其基础在原设计深度上加深0。
2.
Based on technologies related to tower foundation design in mining areas and foundation stability evaluation,as well as quantified analysis and comparisons of distortion of every foundation,with goals of safe,reliable,and economically sound,principles of tower foundation design,feasible foundation types and design schemes are determined to ensure safe and reliable operation of the line.
晋东南—南阳—荆门1000kV交流输电线路是我国第1条特高压试验示范工程,优化后的线路路径不可避免地经过煤矿采动影响区,基于对采动影响区铁塔基础设计相关技术及地基稳定性评价和逐基塔位地基变形量化分析及计算比较专题研究,本着安全可靠、先进可行、经济合理的目标,确定了煤矿采动影响区铁塔基础设计的原则、合理可行的基础型式和设计方案,为确保特高压输电线路工程安全、稳定运行打下了基础。
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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