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Natural hydraulic lime based grouts - The selection of grout injection parameters for masonry consolidation

机译:天然液压石灰基灌浆-砌体加固的灌浆注入参数选择

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The goal of this research was to develop a methodology for grout composition optimization concerning specific applications. It could be developed for masonry consolidation or bonded prestressed tendon grout, pre-placed aggregate grout, among others. The grout development does not only depend on its intrinsic properties but also on the nature and features of the support. The purpose of a grout injection technique applied in a multiple leaf wall is to increase the compactness and create links between the internal and external leaves, which improve not only shear and flexural resistance but also the compres-sive strength. In practice, the variability of voids within masonries requires an ability to fine tune the rhe-ological properties of the grout in order to optimally fill the voids. The methodology proposed here for testing grout injectability in a porous media like masonry is a logical tool to use in grout optimization. It shows that several grout parameters should be controlled for a successful injection. Concerning the support and its typology, the mortar between stones plays a fundamental role in the effectiveness of the intervention, due to its reduced porosity and composition. Besides that, earth and mortar, for example, can be present in the interior of masonry and make difficult, with their absorption, the injection. Thus, the water retention capacity of grout should be controlled to prevent that problem, as it was made in this work, using the optimized mixing procedure that takes into account that and other fresh grout properties. This study analyses some relevant grout properties such as yield stress, plastic viscosity, flow-ability and injectability for natural hydraulic lime based grouts in different porous media. The research shows that there are differences in the grout behaviour, especially in rheological properties, when different mixing procedures and/or grout composition (different water/binder or fly ash/binder ratios) are used and that fresh grout properties may be optimized for injection purpose.
机译:这项研究的目的是针对特定应用开发一种用于灌浆成分优化的方法。它可以开发用于砌筑加固或粘结预应力筋浆,预先放置的骨料浆等。灌浆的发展不仅取决于其固有特性,还取决于支撑体的性质和特征。在多层叶片中应用灌浆技术的目的是增加密实度并在内部和外部叶片之间建立联系,这不仅提高了抗剪和抗弯强度,而且还提高了抗压强度。在实践中,砌体内部空隙的可变性要求具有微调灌浆流变性的能力,以便最佳地填充空隙。这里提出的用于在多孔介质(如砌体)中测试浆液可注射性的方法是在浆液优化中使用的逻辑工具。它显示了为成功注射应控制的几个灌浆参数。关于支撑物及其类型,石头之间的砂浆由于减少了孔隙和减少了成分,因此在干预效果方面起着至关重要的作用。除此之外,例如,泥土和灰泥可能存在于砖石内部,并且由于吸收而难以注入。因此,应控制灌浆的保水能力,以防止该问题的发生,正如在这项工作中所做的那样,应使用考虑到该问题和其他新鲜灌浆性能的优化混合程序。这项研究分析了一些相关的灌浆特性,例如天然水硬性石灰基灌浆在不同多孔介质中的屈服应力,塑性粘度,流动性和可注入性。研究表明,当使用不同的混合程序和/或灌浆成分(不同的水/粘合剂或粉煤灰/粘合剂比率)时,灌浆性能存在差异,尤其是流变性能,并且可以针对注射优化灌浆的性能。目的。

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