钢筋土工聚合物混凝土梁的RCA试验研究及受弯性能

Jayapal A, Senthamil selvan P
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引用次数: 0

摘要

本文研究了天然骨料和再生粗骨料制备GPC的材料特性。实验研究了不同碱性溶液和不同摩尔浓度对GPC力学性能的影响。本研究使用的碱性液体为水玻璃和氢氧化钠溶液,其比例分别为2、2.5和3。氢氧化钠溶液选择的摩尔浓度分别为8m、10m和14m。试验样品为150mm尺寸的立方体和100x200mm圆柱体,在60℃高温下固化。抗压强度约为18mpa ~ 39mpa,劈裂抗拉强度为3mpa ~ 3.8 mpa。在使用RCA的GPC研究中,共浇注和测试了9种混合料,其中3种是常规混凝土混合料,6种是粉煤灰、GGBS和RCA不同组合的GPC混合料。试验试样为100mm尺寸的立方体和100x200mm圆柱体,在90°温度下加热18小时。150mm的GPC立方体试件在室温条件下固化。研究表明,随着粗骨料再生率的增加,不同混合料的抗压强度和抗裂强度均有所降低。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Experimental Investigation and Flexural behavior of Reinforced Geo polymer Concrete Beam by RCA
This research report presents the study on material characteristics of GPC by using natural aggregate and Recycled Coarse Aggregate. Experiments were conducted on the effect of variation of alkaline solution and different molarities on the mechanical properties of GPC. The alkaline liquid used for the present study was sodium silicate and sodium hydroxide solution with varying ratios of 2, 2.5 and 3. The molarities chosen for the sodiumhydroxidesolutionwere8M, 10Mand14M.Thetestspecimenswere150mmsizecubesand100x200mmcylindersheat-cured at 60 Cinanoven. The compressive strength was about 18to39 MP a and split tensile strength was in the range of3to3.8MParespectively.In this investigation on GPC using RCA, a total of 9 mixes were cast and tested, out of which three were conventional concrete mixes and six GPC mixes having varying combinations of fly ash, GGBS and RCA. The test specimens were 100mm size cubesand100x200mmcylinderscuredat90°Cinanovenfor18hours.Furthsize 150mm GPC cube specimens were cured at ambient temperature conditions. The studies showed that the compressive strength and spilt tensile strength of different mixes decreased with the increase in the percentage of recycled coarse aggregates.
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