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1)  support column
支承柱管
2)  supporting column
支承柱
3)  column-supported
柱支承
1.
Performance under force of column-supported steel silos under wind loading;
风荷载作用下柱支承钢筒仓的受力性能
2.
This paper sets up the finite element model of the column-supported tube filler cast-in-situ hollow floor and the corresponding solid floor,and determines the element type and mesh partition scheme.
建立了柱支承筒芯内模现浇钢筋混凝土空心楼盖和对比实心楼盖的有限元模型,确定了单元类型和网格划分方案,分别对柱支承筒芯内模现浇钢筋混凝土空心楼盖和对比实心楼盖运用ANSYS软件进行了有限元分析,验证了有限元分析计算结果的正确性,并将柱支承筒芯内模现浇钢筋混凝土空心楼盖结果(应力、挠度)与对比实心楼盖相应结果进行比较,分析了柱支承筒芯内模现浇混凝土空心楼盖的变形特征,内力分布规律,可供设计人员参考。
4)  beam-column support
梁-柱支承
1.
The interaction between the structure and the beam-column supports in the form-finding process is taken into account.
用力密度法对梁-柱支承的张拉膜结构进行找形分析。
5)  Single support
独柱支承
1.
Especially the single support used in curved bridge can minimize the probability of the conflict between the pier base and the underground building.
箱形截面曲线连续梁桥良好的外形不仅符合桥梁美学的要求,而且有利于汽车的高速行驶,尤其是独柱支承曲线箱梁桥减小了桥梁基础与地下建筑物之间的冲突、增加了桥下空间的可利用性、扩大了视野,成为现代公路与城市道路中一种重要的桥型,广泛应用于高速公路及大型立体交叉桥梁工程中。
2.
A single support continuous box girder bridge appeared bearing disengaging and girder slippage during its guardrail construction.
对某独柱支承连续箱桥在护栏施工时发生的支座脱空、梁体滑移事故,采用实体单元建立的整桥模型进行了施工及运营阶段受力分析。
6)  H load-bearing pillar
承载支柱
1.
5m distance between pillar base and wall foot, a woorkshop with H load-bearing pillars was successfully demolished by controlled blastingwith hole pattern arranged in the light of the principle of a blasting method with minor burden and wide hole spacing.
5m的情况下,运用小抵抗线宽孔距爆破法原理进行布孔,安全成功地拆除了一工形承载支柱厂房。
补充资料:壁处理开管柱
分子式:
CAS号:

性质:玻璃毛细管内壁表面光滑,表面能很高,许多固定液很难涂渍均匀。为了除去表面活性点,提高表面湿润性,增加表面积,涂渍前对柱内壁进行表面处理。表面处理的主要方法有表面粗糙化、表面去活和化学改性等。

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