型钢混凝土柱型钢配筋板的焊接方法

Haiyan Zhang, Xiaomei Chen, Zhi Luo
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引用次数: 2

摘要

在钢筋混凝土构件中,由于梁中的主筋可能穿过钢筋混凝土柱的钢腹板和翼缘,因此无法避免型钢穿孔。当孔的穿孔比较大时,需要对型钢进行强化。通常的做法是将加固板焊接到主钢柱上,在孔周围用塞焊焊接,这样既不方便施工,也难以保证塞焊的质量。本文提出了另外两种加固方法,即加固板与主钢柱采用正面角焊和四周焊接。然后,采用ABAQUS有限元法,对3种焊接方式下的若干型钢截面柱进行了轴压、偏心压和不同穿孔比的分析比较。结果表明,所提出的两种焊接方法是有效的。
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Welding methods of reinforcement plates on the section steel in SRC columns
In the steel reinforced concrete members, since the main reinforcement in beams may pass through the steel web and flange of the steel reinforced concrete columns, perforation in the section steel can't be avoided. When the perforation ratio of the hole is large, it is necessary to strengthen the section steel. The regular practice is to welding the reinforcement plates to the main steel column with plug welding around the holes, which is not convenient in construction and the quality of the plug welding is hard to guarantee. In this paper another two strengthening methods were proposed, which were welding the reinforcement plates to the main steel column with front fillet welding and all around welding. Then, with three welding methods, several steel section columns, under axial and eccentric compression and of different perforation ratios, were analyzed and compared by ABAQUS finite element method. The results indicated that the two proposed welding methods are effective.
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