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Load-Carrying Capacity of Slab-on-Grade Foundations Supporting Rack Post Loads

机译:支撑机架柱后荷载的地基平板承载力

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Industrial slabs-on-grade are commonly used for warehouse facilities such as storage, retail, and distribution centers. Typical industrial floor slabs are essentially unreinforced concrete usually poured directly onto compacted subgrade. A limited number of studies have shown that the current common practice of design may be overly conservative and yields an excessively high slab thickness, which leads to a high cost of the floor slab. This study aims to experimentally investigate and verify a newly emerged design method that typically results in a smaller slab thickness and significant cost savings. Laboratory-scale slabs-on-grade were built inside a concrete-lined testing box using local soils and aggregates. A total of four 6 ft by 6 ft concrete slabs representing three different concrete mix designs and two slab thicknesses were tested under static loads that simulate storage rack post loads. Based on the limited number of tests, a preliminary finding was that the traditional design method seems to be overly conservative while the newer method may be too liberal.
机译:工业级平板通常用于仓库设施,例如存储,零售和配送中心。典型的工业地板基本上是未增强的混凝土,通常直接倒在压实的路基上。有限的研究表明,当前的通用设计惯例可能过于保守,并且会产生过高的楼板厚度,从而导致楼板的高昂成本。这项研究旨在通过实验研究和验证一种新出现的设计方法,该方法通常可以减小板坯厚度并节省大量成本。实验室规模的地坪建在混凝土衬砌的测试箱内,使用当地的土壤和骨料。在静态载荷下模拟了存储架的柱后载荷,测试了总共4个6英尺乘6英尺的混凝土板,分别代表三种不同的混凝土混合料设计和两种板厚。基于有限数量的测试,初步发现是传统的设计方法似乎过于保守,而新的方法可能过于宽松。

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