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Methodologies for measuring the setting times of mineral trioxide aggregate and Portland cement products used in dentistry

机译:牙科中三氧化二矿物骨料和硅酸盐水泥产品凝结时间的测量方法

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摘要

>Objective The current standard used to measure setting time for Mineral Trioxide Aggregate (MTA) involves indentation testing with arbitrary weights. This study compared indentation testing against rheological measurements and assessed the influences of particle size and the inclusion of bismuth oxide on the setting time of experimental MTA and Portland cement (PC). >Material and methods Two PCs (P1 and P2) of different particle sizes were produced using the same clinker. From these two PCs, two experimental MTAs (M1 and M2) were created with the addition of bismuth oxide. Particle size distributions were assessed using laser diffraction analysis. Indentation setting time tests were performed in accordance to the Gillmore needle test. Elastic modulus was assessed using a strain-controlled rheometer at 1 rad s−1 and an applied strain of 0.01%. >Results P1, P2, M1 and M2 cements had median particle sizes of 6.1, 12.5, 6.5 and 13.0 μm, respectively. Using indentation testing, final setting times were ranked P1 < M1 < P2 < M2. The ranking of the final setting time corresponded with the rheological assessment of time required to reach 95% of the elastic modulus plateau. >Conclusions The time to reach 95% elastic modulus plateau of 9.3 min corresponds to a time close to the point where the material can be overlaid with another restorative material to give a final restoration. The 95% plateau value for elastic modulus may be a more useful parameter for determining how the setting reaction of PC and MTA cements progress over time.
机译:>目的当前用于测量三氧化二骨料(MTA)凝结时间的标准涉及任意重量的压痕测试。这项研究将压痕测试与流变学测量进行了比较,并评估了粒径和氧化铋含量对MTA和硅酸盐水泥(PC)实验凝结时间的影响。 >材料和方法使用相同的熟料生产了两种粒径不同的PC(P1和P2)。从这两台PC上,通过添加氧化铋创建了两个实验MTA(M1和M2)。使用激光衍射分析评估粒度分布。压痕设定时间测试根据吉尔莫尔针测试进行。使用应变控制的流变仪在1 rad s -1 和0.01%的施加应变下评估弹性模量。 >结果 P1,P2,M1和M2水泥的中值粒径分别为6.1、12.5、6.5和13.0μm。使用压痕测试,最终设置时间为P1 结论达到9.5分钟的95%弹性模量平稳期的时间对应于接近该材料可以用另一种修复材料覆盖以进行最终修复的时间。弹性模量的95%平稳值可能是确定PC和MTA水泥的固化反应如何随时间发展的更有用的参数。

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