承载机制和工程应用重型转移钢平台由地下室柱支的承载机制
1School of Visual Arts, Changchun Sci-Tech University, Changchun, Jilin, China.
PloS one
|December 8, 2025
概括
一个新的钢板平台有效地将重起重负荷转移到地下室柱子上,防止屋顶板损坏. 这种优化的设计大大降低了材料成本,并提高了大型装载量提升操作的结构安全性.
科学领域:
- 结构工程 结构工程
- 机械工程 机械工程
- 材料科学 材料科学 材料科学
背景情况:
- 在地下室屋顶板上进行重型提升可能会导致应力度和结构故障.
- 现有的方法可能无法充分保护屋顶板在提升过程中免受集中负荷的影响.
研究的目的:
- 提出和验证用于地下建筑的重载转移钢平台.
- 优化平台设计,以提高承载能力和成本效益.
- 为了确保在大型装载量提升作业期间的结构安全.
主要方法:
- 负载机制的理论分析.
- 有限元分析 (FEA) 用于应力和偏移的评估.
- 粒子集群优化 (PSO) 算法用于横截面维度优化.
- 现场测量用于使用张力计和位移传感器进行验证.
主要成果:
- 优化的平台设计实现了显著的材料减少:基础箱的44.68%,二次梁的58.33%,主要梁的55.00%.
- 实现了52.67%的总体材料成本降低.
- FEA的预测与现场测量结果一致 (5.2%的应力偏差,3.7%的偏移偏差).
结论:
- 拟议的钢板平台有效地减轻了应力度,并防止了地下室屋顶板的裂.
- 优化的结构提供了高度的安全性,效率和可重复使用性,符合绿色建筑原则.
- 该设计适用于大型装载量起重条件,并有可能在动态和不规则负载下进行未来的勘探.
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