不同石膏层隔热的钢筋混凝土柱暴露于900°C单侧火焰

IF 1.5 0 ENGINEERING, MULTIDISCIPLINARY Engineering, Technology & Applied Science Research Pub Date : 2023-10-13 DOI:10.48084/etasr.6083
Mohanad Salih Farhan Al-Jadiri, Abdul Muttalib I. Said
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引用次数: 0

摘要

研究了高温火焰对涂敷石膏保温材料的钢筋混凝土柱的影响。6个样品在67°C的热水浴中浇铸和固化,一面覆盖10和20毫米厚的石膏层。样品在碳氢化合物火焰炉中900°C火焰中暴露1和2小时。结果表明,石膏层防止了柱芯内的高温上升。与参考样品相比,所有石膏包覆柱之间的差异有所不同。石膏涂层柱减少了轴向位移,没有剥落和表面可见的裂缝。混凝土抗压强度的提高将在以后的文章中讨论。本研究遵循ACI-318和ASTM C1529标准进行。
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Reinforced Concrete Columns Insulated by Different Gypsum Layers Exposed to 900°C One Side Fire Flame
This study investigated the effect of high-temperature fire flame on reinforced concrete columns coated with a layer of gypsum insulation. Six samples were cast and cured in a hot water bath at 67°C, covered on one side by 10 and 20 mm thick layers of gypsum plaster. The samples were exposed to a 900°C fire flame in a hydrocarbon fire furnace for one and two hours. The results showed that the gypsum plaster layer prevented a high-temperature rise within the core of the column. The differences between all gypsum-coated columns varied compared to those of the reference samples. The gypsum-coated columns had reduced axial displacements and no spalling and visible cracks on their faces. The improvement in the compressive strength of concrete will be discussed in a future paper. This study was carried out following ACI-318 and ASTM C1529.
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来源期刊
Engineering, Technology & Applied Science Research
Engineering, Technology & Applied Science Research ENGINEERING, MULTIDISCIPLINARY-
CiteScore
3.00
自引率
46.70%
发文量
222
审稿时长
11 weeks
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