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1)  copper-insert terminal post
铜芯极柱
2)  copper cylinder electrode
铜柱电极
1.
Electrodeposition of As(Ⅲ) in the technical grade phosphoric acid was studied on copper cylinder electrode by the constant current method and the aim was to remove the arsenic in phosphoric acid.
运用恒电流法在铜柱电极上研究了工业磷酸中毒性较大的As(Ⅲ)还原为无毒单质砷的电化学行为。
3)  copper insert
铜芯
1.
Copper insprt used in terminal post, lead-tin and flux used in copper insert submerged and post alloy were discussed.
讨论了大容量阀控式铅酸蓄电池端极柱用铜芯,铜芯热浸用铅锡合金、热浸铅锡合金用助焊剂及极柱浇铸用合金。
4)  core column
芯柱
1.
Experimental study of bond strength between the core column self-compacting concrete and steel bar;
芯柱自密实混凝土与钢筋握裹强度的试验研究
2.
A study on hollow brick and conrete construction of core column under shearing stress;
带芯柱混凝土小型空心砌块墙体抗剪承载力试验研究
3.
The small-size concrete hollow block wall with two-row-holes can not set up core columns due to the small cavity in the two-row-hole block, thus placing constructional columns become the main structural form in these buildings.
双排孔混凝土小型空心砌块中间孔洞较小无法设置芯柱,故设置构造柱是提高这种砌块建筑水平抗侧力性能的主要措施。
5)  column core
柱芯
1.
The article analyzes the interaction between the steel tube and the concrete core of the Concrete-Filled Tubular Steel(CFTS) column when loaded from the axis,and worked out the formulas of tightening-ring force between the two sides,and the formulas of the load applied to the column core and the radial displacement of the steel tube.
考虑钢管混凝土柱在轴向荷载作用下,研究钢管与混凝土柱芯间的相互作用,导出了两者之间的紧箍力以及柱芯受荷与钢管径向位移的计算公式并进行了实例计算,结果表明:紧箍力与材料的弹性常量有关,与所受荷载成正比;钢管的径向位移与荷载成正比;钢管混凝土柱的截面越小,紧箍力所起的作用越大,钢管径向位移也越大。
6)  copper column
铜柱
1.
This paper deduced the flow stress of copper column that was under the action of static pressure, and it analyzed the influences of the pressure and temperature.
文中推导了铜柱在静压下的流动应力 ,分析了压力及温度对铜柱压后高的影响 。
2.
A test of temperature correction of copper column is arranged according to the orthonormal theory.
根据正交设计理论安排铜柱温度修正系数试验,对试验取得的铜柱温度修正系数值,通过极差分析和方差分析,得到了铜柱温度、压力及铜柱批号变化对铜柱温度修正系数影响程度的结论。
补充资料:极柱
分子式:
CAS号:

性质:一端直接与汇流排连接,另一端或与外部导体连接(在这种情况下亦称端子),或与电池组中相邻的单体电池的一极连接的部件。

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