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BIM-BASED METHOD FOR SIMULATED CALCULATION OF DEEP FOUNDATION PIT BEFORE CONSTRUCTION

机译:基于BIM的深基坑施工前模拟计算方法

摘要

The present invention relates to a BIM-based method for simulated calculation of a deep foundation pit before construction. The method comprises: performing three-dimensional modeling on soil information of a deep foundation pit by means of geotechnical software; importing a three-dimensional soil model into deep foundation pit software; performing modeling on a deep foundation pit support structure on the basis of the soil model; performing stress calculation and structural deformation calculation on a deep foundation pit support structure model under different working conditions, and optimizing the subsection and sub-layer working conditions of foundation pit excavation, the soil discharge port arrangement, and the layout of monitoring points according to calculation results; and performing simulated pre-construction according to an optimized plan of deep foundation pit construction. The advantages of the method lie in: using BIM technology to perform three-dimensional modeling on soil information and a deep foundation pit support structure, and using deep foundation pit calculation software to calculate simulated displacement under stress under all working conditions of the foundation pit support structure provide technical and data support for the optimization of a foundation pit construction plan, such that the displacement and settlement of the support structure during actual construction are both within a simulated calculation range, thereby ensuring the quality and safety thereof, while also accelerating the construction progress.
机译:本发明涉及一种基于BIM的深基坑施工前模拟计算方法。该方法包括:利用岩土工程软件对深基坑土体信息进行三维建模;将三维土体模型导入深基坑软件中;基于土体模型对某深基坑支护结构进行建模;对深基坑支护结构模型在不同工况下进行应力计算和结构变形计算,并根据计算结果优化基坑开挖的分段及子层工作条件、排土口布置和监测点布置;并根据深基坑施工的优化方案进行模拟预施工。该方法的优点在于:利用BIM技术对土体信息进行三维建模和深基坑支护结构,利用深基坑计算软件计算基坑支护结构在各种工况下的应力模拟位移,为基坑施工方案的优化提供技术和数据支持;使支护结构在实际施工中的位移和沉降均在模拟计算范围内,既保证了支护结构的质量和安全,又加快了施工进度。

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