用砂和水泥部分替代含砂浆和粉煤灰混凝土的研究

IF 0.2 Q4 MULTIDISCIPLINARY SCIENCES Suranaree Journal of Science and Technology Pub Date : 2023-10-09 DOI:10.55766/sujst-2023-04-e0927
Leevesh Kumar, Sitesh Singh, Woyesa Ararsa, Dumesa Gudissa, Jifara Chimdi
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引用次数: 0

摘要

现在每天都有大量的建筑和燃煤产生的废弃物,本研究主要集中在砂岩切割产生的砂岩浆和燃煤产生的f类粉煤灰的利用上。本研究经过28天的试验进行了深入分析,共制备了6种混凝土配合比,其中1种为M20常规配合比,共5批试验配合比,每批混凝土配合比分别取3个试件,以确定所制备试件的工程性能。粉煤灰部分替代水泥的比例分别为5%、10%、15%、20%、25%,砂岩浆部分替代砂的比例分别为10%、20%、30%、40%、50%。水灰比为0.4 -。7%, 28天后试样在±2,270℃下进行水固化试验。用5% Na2SO4配制硫酸盐浴进行耐久性试验,制备的试样在完成28天的正常水固化后,在配制的硫酸盐浴中养护28天,试件养护56天后进行试验,配制浴保持酸性,若发现pH值超过6.9,则记录每日pH值,以保持配制浴的酸性。只有5% FA和10% SSS的试样强度增加了14.477%,硫酸盐浴后试样的体积没有变化。在抗压强度方面,更换5% FA和10% SSS后,最大强度提高了19.39%。在劈裂拉伸强度方面,添加10% FA和20% SSS时,最大强度提高11.37%。
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A STUDY ON CONCRETE CONTAINING THE SANDSTONE SLURRY AND FLY ASH PARTIALLY REPLACED WITH SAND AND CEMENT
Now a day’s the waste is produced in immense amounts during construction and coal burning, this study mainly focused on the utilization of sandstone slurry produced during sandstone cutting and Class-F fly ash produced by coal-burning. In this study a deep analysis is taken after 28 days’ testing, six concrete mixes were prepared one is conventional as M20, and trial mix batches are a total of five, three specimens were taken from each concrete mix separately to determine the engineering properties of the prepared specimen. Fly ash partly replaced with the cement in % of 5%,10%,15%,20%,25% and Sandstone slurry partially replaced with sand in % of 10%,20%,30%,40%,50%. Water cement ration took .4-.7%, after 28 days specimens were tested of water curing at ±2, 270C. Sulfate bath is prepared for durability test with 5% Na2SO4 and prepared specimen left for 28 days curing in prepared sulfate bath after completion of 28 days’ normal water curing, the specimen was tested after 56-day curing, acidic nature was maintained for prepared bath, on daily basis pH value has been noted if found more than 6.9 pH than sulphuric acid is added to keep the acidic nature of prepared bath. Only 5% FA and 10% SSS specimen show strength increment up to 14.477% and after sulfate bath, no change was found in specimen’s volume. In compressive strength maximum strength increased up to 19.39%, from 5% FA and 10% SSS replacement. In splitting tensile strength maximum strength increased 11.37% with 10% FA and 20% SSS.
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来源期刊
Suranaree Journal of Science and Technology
Suranaree Journal of Science and Technology MULTIDISCIPLINARY SCIENCES-
CiteScore
0.30
自引率
50.00%
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0
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