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Comparison of Results from C 441 and C 1293 with Implications for Establishing Criteria for ASR-Resistant Concrete

机译:C 441和C 1293的结果比较对建立抗ASR混凝土标准的意义

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Several test methods are available to evaluate thepotential susceptibility of concrete-making materials to deleteriousalkali-silica reactions (ASR). These methods vary in theapproaches they use to accelerate the reaction; acceleration beingnecessary to provide timely evaluations of materials in predictinglong-term performance. As a consequence, the tests are notuniversally applicable, nor do they necessarily providestraightforward, consistent, results using established criteria. Thispaper compares results of C 441 and C 1293 tests in an effort todevelop specification criteria for ASR-resistant concrete.ASTM C 441 uses Pyrex glass aggregate in mortars to acceleratethe testing and provides reliable results in 2 months. It can be usedto evaluate the effectiveness of pozzolans and ground slag toprevent expansions, as well as the effect of portland cements on thereaction. However, differences in the relative reactivity of Pyrexglass and the aggregates used in concrete construction should beconsidered in the engineering decision-making process. The C1293 test has the advantage of testing the natural aggregatesavailable for use in construction and achieves acceleration byartificially raising the alkali content of the concrete. Itsdisadvantages are that is takes at least 1 to 2 years for results, andcannot be used to evaluate the effectiveness of portland cements inresisting ASR. C 1293 results can be considered to have more relevance toactual field constructions than results from C 441 tests because ittests construction aggregates. However, the 1 to 2 year testingperiod makes it impractical for general specification purposes.This paper illustrates the use of C 1293 results to determine whichcementitious materials are effective in controlling the reactivity ofa particular aggregate, coupled with C 441 testing of those samematerials to establish an expansion limit in C 441 tests. The limitestablished for C 441 tests provides for timely testing that shouldbe applicable to common hydraulic cementitious materials.
机译:有几种测试方法可用于评估混凝土制造材料对碱金属-二氧化硅反应(ASR)的潜在敏感性。这些方法在它们用来加速反应的方法上有所不同。为了及时评估材料以预测长期性能,必须进行加速。因此,这些测试并非普遍适用,也不一定使用已建立的标准即可提供直接,一致的结果。本文比较了C 441和C 1293的测试结果,以制定抗ASR混凝土的规范标准。ASTMC 441在灰浆中使用派热克斯玻璃骨料来加快测试速度,并在2个月内提供可靠的结果。它可以用来评估火山灰和矿渣防止膨胀的有效性,以及硅酸盐水泥对其作用的影响。但是,在工程决策过程中应考虑到耐热玻璃纤维和混凝土建筑中使用的骨料的相对反应性的差异。 C1293测试的优点是可以测试可用于建筑的天然骨料,并通过人为地提高混凝土的碱含量来实现加速。其缺点是至少需要1-2年才能获得结果,并且不能用于评估抗ASR的硅酸盐水泥的有效性。与C 441测试的结果相比,C 1293的结果与实际现场施工的相关性更高,因为它可以测试建筑骨料。但是,经过1到2年的测试期使其无法用于一般规范。本文说明了使用C 1293结果来确定哪些胶结性材料有效地控制了特定骨料的反应性,并结合了相同材料的C 441测试来确定C 441测试中的扩展限制。为C 441测试建立的限制提供了适用于常见液压胶凝材料的及时测试。

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