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Crack formation of steel reinforced concrete structure under stress in construction period

机译:施工期应力作用下钢筋混凝土结构的裂缝形成

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To obtain deformation rules of steel reinforced concrete structure under stress, this study explored the crack formation in construction period. A novel structure system – steel reinforced concrete structure with shear wall and truss at the bottom was analyzed using on-the-spot test in combination with theoretical simulation analysis with SAP2000 software. It was found that, factors influencing crack formation of steel reinforced concrete structure in construction period included construction load, creep of concrete, shrinkage of concrete, displacement of bond of section steel and concrete as well as leveling. In the construction period, the simulated results and the measured results were highly fitted under the influence of time-variant characteristics such as compressive strength, elasticity modulus, creep and shrinkage. Through processing and analyzing the measured data, we obtained the development rules of crack formation of steel reinforced concrete structure with different strength grades as well as deformation rules of time-varying structure system in construction period, figured out the reason for the difference between the simulated results and the measured results, analyzed the deformation of structural components under stress in construction period and proposed some suggestions. This work is beneficial to ensure safe and high-efficient operation of construction.
机译:为了获得钢筋混凝土结构在应力作用下的变形规律,本研究探索了施工期的裂缝形成。通过现场测试,结合SAP2000软件的理论模拟分析,对新型结构系统-底部为剪力墙和桁架的钢筋混凝土结构进行了分析。研究发现,在施工期影响钢筋混凝土结构裂缝形成的因素包括施工荷载,混凝土的蠕变,混凝土的收缩,型钢与混凝土的粘结位移以及找平。在施工期间,在时变特性(例如抗压强度,弹性模量,蠕变和收缩)的影响下,模拟结果和实测结果高度吻合。通过对实测数据的处理和分析,得出了不同强度等级的钢筋混凝土结构裂缝形成的发展规律,以及施工期间时变结构体系的变形规律,找出了两者之间差异的原因。结果和实测结果,分析了结构构件在受力状态下的变形,并提出了一些建议。这项工作有利于确保施工的安全高效运行。

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