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Experimental investigation of the composite action between hollowcore slabs with machine-cast finish and concrete topping

机译:机械浇铸空心板与混凝土浇筑面复合作用的试验研究

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Hollowcore slabs are precast/prestressed concrete elements produced at a manufacturing plant before shipping to the job site. Following installation, a layer of concrete topping is usually cast to connect the slabs and to have a level surface. According to current North American design standards, the topping should not be considered to act compositely with the slabs except if their surface satisfies a strict roughness requirement. This paper evaluates if such restriction is justified for hollowcore slabs with machine-cast finish through an experimental program that involves pull-off, push-off and full-scale tests. The surface roughness was first evaluated. The peel (bond) and shear strengths of the interface between the slabs and the topping were then assessed using pull-off and push-off tests. Full-scale tests examined the overall behavior of the composite slabs. The tested composite slabs exhibited higher tensile and shear stresses than the limits set by North American design standards. Surface roughness threshold for machine-cast hollowcore slabs is estimated. The paper presents the initial evidence that hollowcore slabs with machine-cast surface can be considered to act compositely with the concrete topping. (C) 2015 Elsevier Ltd. All rights reserved.
机译:空心板是预制/预应力混凝土构件,是在制造工厂运输到工作现场之前生产的。安装后,通常会浇筑一层混凝土浇铸层,以连接平板并具有水平表面。根据当前的北美设计标准,除非浇铸板的表面满足严格的粗糙度要求,否则不应考虑将浇铸板与铸坯复合使用。本文通过涉及拉拔,推压和全面测试的实验程序,评估这种限制是否适用于具有机铸精加工的空心板。首先评估表面粗糙度。然后使用拉脱试验和拉脱试验评估板与浇头之间界面的剥离强度(粘结强度)和剪切强度。全面测试检查了复合板的整体性能。经测试的复合板显示出比北美设计标准设定的极限更高的拉伸应力和剪切应力。估计了机铸空心板的表面粗糙度阈值。本文提供了最初的证据,即可以认为具有机铸表面的空心板可以与混凝土浇筑面共同作用。 (C)2015 Elsevier Ltd.保留所有权利。

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