预制结构的设计和应用,用于大跨度门公开切割高速公路道
Zhi Lin1, Lili Liu2, Dapeng Hai3
1State Key Laboratory of Bridge and Tunnel Engineering in Mountainous Areas, Chongqing Jiaotong University, Chongqing, 400074, China. 622220970126@mails.cqjtu.edu.cn.
Scientific reports
|September 19, 2024
概括
本研究介绍了用于大通道的预制形结构,提高了效率并降低了成本. 现场监测证实了它的安全性和可靠性,接头适应并保持承载能力.
科学领域:
- 土木工程 土木工程是指土木工程.
- 地质技术工程 地质技术工程
- 结构工程 结构工程
背景情况:
- 大幅开放式高速公路道带来了建筑方面的挑战.
- 提高效率,层质量和成本效益是关键的项目目标.
- 预制结构为复杂的道项目提供了潜在的解决方案.
研究的目的:
- 为大型开放式高速公路道提出和评估预制形结构方案.
- 分析关节硬度对内部力分布的影响.
- 在施工和运行过程中评估预制结构的性能和安全性.
主要方法:
- 开发一个有限元"负载结构"综合计算模型.
- 应用一个代分析方法来研究关节硬的影响.
- 长期实地监测和测量结构的性能.
主要成果:
- 预制形结构呈现出自适应性调整阶段后组装.
- 关节应力和变形最初增加,然后随着回填和水位恢复而减少.
- 联合轴承力增加,增强承载能力并显示出积极的影响.
- 在整个施工和运行过程中,关节的应力变化保持在可控制的范围内.
结论:
- 预制形结构方案对于大型开放式高速公路道是安全可靠的.
- 该结构在各个施工阶段表现出有效的自我适应性和联合性能.
- 这些发现支持采用预制形结构,以改善道施工结果.
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