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本文对多跨铰接梁力学模型在玻璃幕墙中的使用限制进行了分析,提出了两种消除限制,使用多跨铰接梁的方法。并以实际工程为例,对受压铝立柱的稳定性进行了计算分析。对类似幕墙工程在合理降低成本、提高产品竞争力方面具有参考价值。
This paper analyzes the restriction of the mechanical model of multi-span articulated beams in glass curtain wall and proposes two methods to eliminate the restriction and use multi-span articulated beams. Taking the actual project as an example, the stability of the pressed aluminum column is calculated and analyzed. Similar curtain wall project in reducing costs reasonably, improve product competitiveness with reference value.