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Freeze-thaw durability of repair mortars and porous limestone: compatibility issues

机译:修补砂浆和多孔石灰石的冻融耐久性:兼容性问题

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Freeze-thaw cycles can cause considerable damage to porous materials and thus have an adverse effect on the durability of mortars and porous stone. To assess the behavior and frost resistance of two types of porous limestone, three commercially available repair mortars and four mixtures of laboratory-prepared repair mortars were subjected to freeze-thaw cycles according to EN 12371. During the test, samples of stone and mortar were bonded together and the weight loss was continuously monitored. The adhesion bond between the stone and the mortar was also observed during the cycles. Petrographic analysis and thin sections were also made before and after the freeze-thaw test. The pore size distribution (mercury intrusion porosimetry, MIP) of mortars and stones was also measured. The test showed that most of the repair mortars were damage more than porous limestone due to frost action. Two exceptions are two commercial available repair mortars. These mortars were able to keep the adhesion with the stone, and the frost did not modify significantly the cubic shape of the test specimens, only rounding of the edges was observed. All other samples were broken during the frost tests; stone/mortar interface was dismounted. Other typical damage features such as delamination, blistering, powdering, and granular disintegration were also observed leading to the gradual surface loss of the material. Our tests proved that low pozzolanic cement content in mortars decreases the material durability. According to the pore size distribution (MIP), the small pores (around 0.1?μm) control the weathering behavior of tested porous materials.
机译:冻融循环会严重破坏多孔材料,因此对砂浆和多孔石材的耐久性产生不利影响。为了评估两种类型的多孔石灰石的性能和抗冻性,根据EN 12371对三种市售修补砂浆和实验室制备的修补砂浆的四种混合物进行了冻融循环。在测试过程中,对石材和砂浆样品进行了测试。结合在一起,并持续监测体重减轻。在循环过程中还观察到了石材和砂浆之间的粘合力。在冻融试验之前和之后也进行了岩相分析和薄切片。还测量了砂浆和石头的孔径分布(汞侵入孔隙率法,MIP)。测试表明,由于霜冻作用,大多数修补砂浆的破坏程度要高于多孔石灰石。两个例外是两种市售修补砂浆。这些砂浆能够保持与石材的附着力,并且霜冻不会显着改变测试样品的立方体形状,仅观察到边缘变圆。在霜冻测试中,所有其他样品均破裂。石材/砂浆接口已卸下。还观察到其他典型的损坏特征,例如分层,起泡,粉化和颗粒崩解,从而导致材料的表面逐渐消失。我们的测试证明,砂浆中火山灰水泥含量低会降低材料的耐久性。根据孔径分布(MIP),小孔(约0.1?μm)控制着被测多孔材料的耐候性。

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