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Deterioration of Terrazzo

机译:水磨石的恶化

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Terrazzo installation is often perceived as an art, left to individual contractors and craftsmen to implement tried-and-true application and repair methods. In this context, architects and engineers often relegate themselves to a minimal supervisory role during construction and planning. The writers have found several recurring instances of terrazzo cracking problems during construction as well as deterioration that could be prevented or minimized with attention to the responsibilities of all parties to communicate throughout the design process. Causes are often related to shrinkage of terrazzo, concentrated stresses attributable to configuration of divider strips, and impact loads. To objectively minimize deterioration rates of terrazzo, an experimental program was initiated to evaluate performance. Testing consisted of compressive strength and linear shrinkage tests on cementitious terrazzo under varying curing conditions and a durability test that applied a cyclic gravity wheel load to gaps at the edge of terrazzo tiles. The latter test used metal wheels and considered parameters of material type, gap size between terrazzo edge and adjacent steel plate, wheel diameter, vertical offset of tile, and vertical load being applied. Results indicated that proper curing of cementitious terrazzo is critical to achieving compressive strength and minimizing early shrinkage. For the durability test performed, epoxy terrazzo exhibited significantly less deterioration. Durability of terrazzo is affected primarily by gap size, upward vertical offset, and weight applied. Small wheel size and direction of loading can also contribute to deterioration. It is important that architects, engineers, and contractors understand methods that ensure material properties, minimize stress concentrations, and use appropriate divider strip spacing to minimize deterioration attributable to cracking and impact load. These steps will ensure the visual appearance and durability expected by the project team.
机译:通常将水磨石安装视为一门艺术,由个体承包商和工匠来实施经过实践检验的真实应用和维修方法。在这种情况下,建筑师和工程师经常在建筑和规划过程中委派自己担任最小的监督角色。作者发现了在施工过程中反复出现的水磨石开裂问题和恶化现象,可以通过注意各方在整个设计过程中进行沟通的责任来防止或减少这种恶化。原因通常与水磨石的收缩,分隔条的形状引起的集中应力以及冲击载荷有关。为了客观地降低水磨石的恶化速度,启动了一个实验程序来评估性能。测试包括在变化的固化条件下对水泥水磨石的抗压强度和线性收缩试验,以及对水磨石砖边缘的缝隙施加重力循环载荷的耐久性试验。后面的测试使用金属轮,并考虑了以下参数:材料类型,水磨石边缘与相邻钢板之间的间隙尺寸,轮直径,瓷砖的垂直偏移以及施加的垂直载荷。结果表明,水泥水磨石的正确固化对于获得抗压强度和最小化早期收缩至关重要。对于进行的耐用性测试,环氧水磨石表现出的劣化少得多。水磨石的耐用性主要受间隙尺寸,向上垂直偏移和施加的重量影响。较小的车轮尺寸和负载方向也会导致性能下降。建筑师,工程师和承包商必须了解确保材料性能,最小化应力集中并使用适当的分隔带间距以最大程度地减少由裂纹和冲击载荷引起的劣化的方法,这一点很重要。这些步骤将确保项目团队期望的视觉外观和耐用性。

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