首页|基于有限元的预制叠合楼板吊点合理设计研究

基于有限元的预制叠合楼板吊点合理设计研究

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预制叠合楼板脱模吊运过程中易因吊点设置不规范而引起混凝土开裂问题,影响了施工效率和构件质量,是叠合板在装配化施工过程中的重点和难点.本文详细分析不同吊点设置可能导致的问题,揭示吊运过程的楼板受力特点,提出吊点设计方法的力学推导过程,通过有限元分析进一步证实其结果,证明其设计的合理性和重要性.最后,结合现有常用的预制叠合板尺寸,对其吊点悬臂的设置提出建议,可为行业人员提供借鉴.
Research on Reasonable Design of Prefabricated Composite Floor Lifting Points Based on Finite Element Method
During the lifting process of prefabricated composite floor slabs,concrete cracking is prone to occur due to nonstandard lifting point settings,which affects construction efficiency and component quality.This is a key and difficult point in the assembly construction process of composite slabs.A detailed analysis was conducted on the possible problems caused by different lifting point settings,revealing the stress characteristics of the floor slab during the lifting process.The mechanical derivation of the lifting point design method is presen-ted,and the results are further verified by finite element analysis,which proves the rationality and importance of the design.Finally,ac-cording to the size of the prefabricated laminated board,the suggestions on the cantilever setting of its lifting point are put forward,which can provide reference for the industry personnel.

composite floor slabconcrete cracklifting point designfinite element analysis

苏清濡

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福州建工集团有限公司 福建福州 350001

叠合楼板 裂缝 吊点设计 有限元分析

2024

福建建设科技
福建省建设厅科技情报中心站 福建省建筑科学研究院

福建建设科技

影响因子:0.5
ISSN:1006-3943
年,卷(期):2024.(2)
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