华夫板、肋板和复合托梁板:综述研究

Abdullah Sikar Hassan Al-Issawi, Najlaa Hameed Alshareef, A. Al-Ameeri
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引用次数: 0

摘要

由于搁梁楼板系统作为提高不同建筑类型跨径要求的一种极好的解决方案的重要性,研究其性能对不同的研究人员来说变得至关重要。本文从以往的研究中回顾了许多参数对梁板系统结构性能的影响,无论是华夫板、撕裂板还是组合板。本研究旨在确定最有效的托梁系统承载能力参数。主要结论是,楼板厚度和托梁高度是提高楼板承载力和刚度的关键参数。此外,在板上开一个小的开口比大的开口更有效地减少冲孔剪切效应。而在开口周围提供加强撕裂在玫瑰承载和减少挠度比碳纤维板加强更有效。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Waffle, Ribbed and Composite Joists Slabs: A Review Study
Due to the importance of the joists slab system as an excellent solution for increasing span demands in different building types, investigating its properties becomes essential for different researchers. The effects of numerous parameters on the structural behaviour of the joists slab system, whether it was a waffle, ripped, or composite sections were reviewed in this paper from past studies. This study aims to determine the most effective parameters for the joist's system loading capacity. The main conclusions were that the slab thickness and joist height were the critical parameters for increasing the load capacity and stiffness of the slab. Furthermore, a small opening in the slab was more efficient in reducing the punching shear effect than larger openings. While providing stiffening rips around the opening was more effective in rose load bearing and reducing deflection than strengthening by carbon fibre sheets.
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