首页|基于BIM技术的装配式空心板剪力墙结构施工及构件检测分析

基于BIM技术的装配式空心板剪力墙结构施工及构件检测分析

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针对装配式空心板剪力墙结构施工及构件检测的挑战,研究通过采用BIM技术,并利用有限元模型软件,对不同截面形式的剪力墙在施工复杂性等方面进行了对比分析.结果显示,附着距离超200mm,剪切墙位移曲线斜率小.建议塔吊附着点不在剪切墙边缘200mm内,保证结构稳定.在进一步的对比实验中,研究所提方法检测出的结果在位移范围内的阻尼系数表现出显著差异.表明研究所提方法检测出的结果能够显著提高墙体的稳定性.通过BIM技术深入分析,可有望提升装配式建筑的设计、施工和检测水平.特别是对附着点位置的精确控制,验证了对预制剪力墙稳定性的重要影响.
Construction and Component Inspection Analysis of Prefabricated Hollow Slab Shear Wall Structure Based on BIM Technology
In view of the challenges in the construction and component detection of prefabricated hollow plate shear wall structure,BIM technology and finite element model software are used to compare and analyze the construction complexity of shear walls with different cross sections.The results show that the adhesion distance exceeds 200mm and the slope of shear wall displacement curve is small.It is recommended that the attachment point of the tower crane is not within 200mm of the shear wall edge to ensure the stability of the structure.In further comparative experiments,the damping coefficients detected by the proposed method show significant differences in the displacement range.The results obtained by the proposed method can significantly improve the stability of the wall.Through in-depth analysis of BIM technology,it is expected to improve the design,construction and testing level of prefabricated buildings.In particular,the precise control of the position of the attachment points proves the important influence on the stability of the prefabricated shear wall.

BIMShear WallPrefabricated ComponentsDetection

黄伟

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北京思建新创工程质量检测有限公司

BIM 剪力墙 预制构件 检测

2024

中国建设信息化

中国建设信息化

ISSN:
年,卷(期):2024.(6)
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