首页|大跨度钢结构多点吊装实时结构监测

大跨度钢结构多点吊装实时结构监测

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在大跨度钢结构的吊装施工过程中,易发生工程事故.而传统的监测方法适用范围小,难以协调监测和控制施工,会导致出现许多问题,基于此,建立大跨度钢结构多点吊装结构监测方法.通过采集监测数据,实时输出大跨度钢度结构的挠度、应力、应变、风力和温度等,实现实时监测,确保吊装过程的安全.试验结果表明,对大跨度钢结构进行复合监测可以实现实时监测,且已知最大变形均发生在大跨度钢结构的中线处;人工检测与实时结构监测系统误差范围较小,平均值为2.1%.
Real-Time Structural Monitoring of Multi-Point Hoisting of Large-Span Steel Structures
During the hoisting construction process of large-span steel structures,engineering accidents are prone to occur.However,traditional monitoring methods have a limited scope of application and are diffi-cult to coordinate monitoring and control construction,which can lead to many problems.Based on this,a monitoring method for multi-point lifting structures of large-span steel structures is established.By collec-ting monitoring data and outputting real-time deflection,stress,strain,wind force,and temperature of large-span steel structures,real-time monitoring is achieved to ensure the safety of the lifting process.The experimental results indicate that composite monitoring of large-span steel structures can achieve real-time monitoring.And it is known that the maximum deformation occurs at the centerline of the large-span steel structure.The error range of manual detection and real-time structural monitoring system is relatively small,with an average value of 2.1%.

large-spansteel structuremulti-point hoistingstructural monitoring

马艳梅

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淮南职业技术学院,安徽淮南 232001

大跨度 钢结构 多点吊装 结构监测

安徽省高校自然科学基金重点项目安徽省高等学校省级质量工程项目安徽省高等学校省级质量工程项目

KJ2021A15822021xnfzxm0892021jyxm1385

2024

长春工程学院学报(自然科学版)
长春工程学院

长春工程学院学报(自然科学版)

影响因子:0.328
ISSN:1009-8984
年,卷(期):2024.25(3)