Evaluation methods for improving surface geometry of concrete floors: A case study

Giuseppe Loprencipe, Giuseppe Cantisani
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引用次数: 15

Abstract

Among various construction activities, related to concrete pavement technologies, an important role is reserved to industrial floors. For these structures it is necessary to ensure resistance and stability, durability, reliability, and many other properties. In particular, the flatness and the levelness are special requirements that assume a real significance respect to functional performances, especially when the pavement has to allow the movement of vehicles and goods or the storage in elevated stacks or shelves. These geometric properties can be defined in different ways, but in every cases they are referred to pavement surface, that has to be even (without superelevated or depressed areas) and level (horizontal, without grades, curvatures, and waves). The acceptance limits are defined by technical standards, in various countries, together with the suitable methods for measurements and controls. In many cases, however, these methods are considered not really feasible or easy, in particular when a continuous sampling of the pavement, along selected alignments, is needed. In particular, the paper describes the operating procedures to calculate indexes FF and FL, according to ASTM 1155M standard, starting from data provided by a contact profilometer. If the target values are not reach, it is necessary to provide some alternative solutions to avoid the demolition of the slabs or the payment of penalties by the builder, if this is required by the contract. There are two main possible methods for increasing flatness and levelness while other functional surface properties are maintained at the expected levels: the surface grinding and the overtopping with self-levelling and high resistance resins. A case study where the two alternative methods are applied to improve flatness and levelness of a surface is presented. The results of measures made before and after the treatments showed that both the solutions are able to ensure, within certain limits, the fulfillment of the requirements and consequently they can be used for the proposed aims.

改善混凝土楼板表面几何形状的评估方法:个案研究
在与混凝土路面技术相关的各种建筑活动中,工业地坪发挥着重要作用。对于这些结构,有必要确保阻力和稳定性,耐久性,可靠性和许多其他性能。特别是,平整度和水平度是对功能性能具有真正意义的特殊要求,特别是当路面必须允许车辆和货物移动或在高架或货架上存储时。这些几何属性可以用不同的方式定义,但在每种情况下,它们都是指路面表面,它必须是均匀的(没有超高或洼地)和水平的(水平的,没有等级、曲率和波浪)。可接受限度由各国的技术标准以及适当的测量和控制方法确定。然而,在许多情况下,这些方法被认为是不可行或不容易的,特别是当需要沿着选定的路线对路面进行连续采样时。本文特别介绍了根据ASTM 1155M标准,从接触式轮廓仪提供的数据出发,计算指标FF和FL的操作步骤。如果未达到目标值,则有必要提供一些替代解决方案,以避免拆除楼板或由建筑商支付罚款(如果合同要求这样做)。在其他功能表面特性保持在预期水平的同时,有两种主要的可能方法来增加平整度和平整度:表面研磨和用自流平和高电阻树脂进行复盖。一个案例研究,其中两种替代方法是应用于提高平面和水平的表面是提出。在处理前后采取的措施的结果表明,这两种解决办法都能够在一定限度内确保满足要求,因此它们可以用于拟议的目标。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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