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The study on the forces and deformations of multi-storey frame construction on goaf

机译:采空区多层框架施工的受力与变形研究

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Reconstruction is an important aspect of goaf utilization. The 3D finite element models of multi-storey frame construction were established by software ANSYS, lots of calculation and analysis are carried out about the different residual curvature deformation after construction. Study the effects of foundation soil's compression modulus, foundation stiffness, and cushion to frame's forces and deformations on goaf. The results show that basement subsidence decrease with the increasing of soil's compression modulus, meanwhile, the forces and deformations of the upper structure have different degrees of change. Foundation stiffness the greater the smaller the basement subsidence. The differential settlement and the forces change of superstructure decrease with the foundation stiffness increasing. And setting cushion could form weak plane between foundation and soil, which reduce effect of residual curvature deformation on foundation, the influence of curvature deformation is not obvious to the upper structure. As few mature experience can be used for reference, exploratory research results above have theoretical guidance meaning and popularization value for engineering practice.
机译:重建是采空区利用的重要方面。利用ANSYS软件建立了多层框架施工的3D有限元模型,并对施工后不同的残余曲率变形进行了大量的计算和分析。研究地基的压缩模量,地基刚度和垫层对采空区框架力和变形的影响。结果表明,地下沉陷量随土壤压缩模量的增加而减小,同时上部结构的受力和变形有不同程度的变化。基础刚度越大,地下室沉降越小。随着基础刚度的增加,上部结构的差异沉降和力变化减小。坐垫可以在地基与土壤之间形成较弱的平面,减少了残余曲率变形对地基的影响,曲率变形对上部结构的影响不明显。由于很少有成熟的经验可以作为参考,上述探索性研究成果具有理论指导意义和工程实践的推广价值。

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