1) leg section
柱脚分段
2) Subsection overhanging scaffolding
分段悬挑脚手架
3) Sublevel inclined-pillar
分段斜矿柱
4) column footing
柱脚
1.
After analyzing the causes that result in those problems,some countermeasures and suggestions are provided to solve the existed problems in base-joint of H-shaped steel beam,grid frame and steel column footing.
通过工程实践及调查,提出了目前轻钢结构支座节点施工中存在的问题,分析了在节点设计、材料、施工等方面的原因,并针对H型钢钢架支座、网架支座、柱脚等节点存在的问题,提出了对策和建议。
2.
It had been made a comparison between equal-section rigid-jointedframe with insert column footing and variabe cross-section rigid-jointed frame with boot column footing.
在铜陵港务局１号轻钢仓库２×３０ｍ跨刚架的结构设计中，对插入式钢柱脚的等截面刚架和靴梁武柱脚的变截面刚架进行了计算分析和经济比较，结果表明，采用插入式钢柱脚的等截面刚架更加经济可行。
5) column base
柱脚
1.
Study on the Stability in Plane of Portal Frame with Rotational Restriction of Simple Column Base;
简易柱脚转动约束对变截面门式刚架平面内稳定承载力影响研究
2.
Much research has been devoted during the last decade to the study of the beam-to-column steel and composite joints but less to column bases,which ensure the link between the structure and the foundation.
在过去的十年内,进行了许多钢及组合梁柱节点的研究,但是对于能够确保结构和基础连接的柱脚的研究则很少。
3.
The brittle fracture of steel columns and the damage to column bases were found in Kobe Earthquake.
在阪神地震中还发生了钢柱的脆断和柱脚的破坏。
6) column foot
柱脚
1.
Based on the model experiment on the seismic behavior of concrete-filled steel tubular(CFST) frame structure under vertical stable loads and lateral cyclic loads,the ductility of column foot in CFST frame was analyzed.
基于低周反复荷载作用下钢管混凝土框架结构抗震性能的模型试验,对钢管混凝土框架结构的柱脚延性进行研究。
2.
The analysis is focused on the analytical calculation of the impact of earthquakes on structures by means of three-dimensional finite element model and shell model,calculation of concrete beams and columns, and design of joints and column foot,based on the structural design of the Jiaozuo Super Highway Production Scheduling Command Center project.
结合焦作市高速公路生产调度指挥中心工程结构设计,着重分析了在地震作用下采用三维有限元模型和壳元模型两种计算程序分析计算结果,钢——混凝土组合梁、柱的计算,节点设计及柱脚设计。
3.
3 is set up as a mandatory provision in Code for Design of Steel Structures(GB 50017—2003),which prescribes that concrete cover must be set on the column foot.
3条为强制性条文,规定在柱脚处设置外包混凝土保护层。
补充资料：柱脚
1.柱子的下端。
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