Muhammad Bin Umer, Qasim Shaukat Khan, Asad Ullah Qazi, Fawad Ahmed, Muhammad Shayan Ali, Muhammad Arslan Sarwar
{"title":"无水泥再生骨料混凝土:巴基斯坦未来建筑的可持续解决方案","authors":"Muhammad Bin Umer, Qasim Shaukat Khan, Asad Ullah Qazi, Fawad Ahmed, Muhammad Shayan Ali, Muhammad Arslan Sarwar","doi":"10.4028/p-vjlm3u","DOIUrl":null,"url":null,"abstract":"Climate change as a result of global warming has become one of the worlds’ most pressing concerns. The release of greenhouse gases (GHG), primarily carbon dioxide (CO2) emissions into the atmosphere increases global warming. The concrete is the second most used material and cement is the key element in concrete. The cement production releases GHG in the atmosphere, which increases global warming and consequently results in climate change. This research utilizes, fly ash (FA) as 100% replacement of cement in concrete, which will reduce the reliance of construction industry on the cement production and will help to reduce the adverse impacts of climate changes. Moreover, recycled aggregates (RA) prepared from construction and demolition (C&D) wastes are used as varying percentage replacements of natural aggregates (NA) in cement-less recycled aggregate concrete (CRAC), which will help to reduce the depletion of natural resources. This research investigates the influences of varying percentage replacements of NA with RA (0%, 25%, 50%, 75% and 100%) and molarity of NaOH solution (12 M, 14 M and 16 M) on the compressive strength (CS) and flexural strength (FS) of CRAC mixes. A total of 15 CRAC mixes were prepared. Each mix comprised three 100 mm cube specimens and three prism specimens sized 75 mm x 75 mm x 300 mm. The research concluded that the CS and FS decreased with the increase in percentage replacements of NA with RA. Moreover, the CS and FS increased as the molarity of NaOH solution was increased from 12 M to 16 M. The CS and FS was reduced by 29.1% and 31.1% respectively at 100% replacement of NA with RA at 16 M compared to 12 M NaOH solution. The CS and FS increased by 30% and 31.9% respectively at 16 M NaOH solution compared to 12 M NaOH solution at 25% replacement of NA with RA.","PeriodicalId":10603,"journal":{"name":"Construction Technologies and Architecture","volume":null,"pages":null},"PeriodicalIF":0.0000,"publicationDate":"2024-07-19","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Cement-Less Recycled Aggregate Concrete: A Sustainable Solution for Future Constructions in Pakistan\",\"authors\":\"Muhammad Bin Umer, Qasim Shaukat Khan, Asad Ullah Qazi, Fawad Ahmed, Muhammad Shayan Ali, Muhammad Arslan Sarwar\",\"doi\":\"10.4028/p-vjlm3u\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"Climate change as a result of global warming has become one of the worlds’ most pressing concerns. The release of greenhouse gases (GHG), primarily carbon dioxide (CO2) emissions into the atmosphere increases global warming. The concrete is the second most used material and cement is the key element in concrete. The cement production releases GHG in the atmosphere, which increases global warming and consequently results in climate change. This research utilizes, fly ash (FA) as 100% replacement of cement in concrete, which will reduce the reliance of construction industry on the cement production and will help to reduce the adverse impacts of climate changes. Moreover, recycled aggregates (RA) prepared from construction and demolition (C&D) wastes are used as varying percentage replacements of natural aggregates (NA) in cement-less recycled aggregate concrete (CRAC), which will help to reduce the depletion of natural resources. This research investigates the influences of varying percentage replacements of NA with RA (0%, 25%, 50%, 75% and 100%) and molarity of NaOH solution (12 M, 14 M and 16 M) on the compressive strength (CS) and flexural strength (FS) of CRAC mixes. A total of 15 CRAC mixes were prepared. Each mix comprised three 100 mm cube specimens and three prism specimens sized 75 mm x 75 mm x 300 mm. The research concluded that the CS and FS decreased with the increase in percentage replacements of NA with RA. Moreover, the CS and FS increased as the molarity of NaOH solution was increased from 12 M to 16 M. The CS and FS was reduced by 29.1% and 31.1% respectively at 100% replacement of NA with RA at 16 M compared to 12 M NaOH solution. The CS and FS increased by 30% and 31.9% respectively at 16 M NaOH solution compared to 12 M NaOH solution at 25% replacement of NA with RA.\",\"PeriodicalId\":10603,\"journal\":{\"name\":\"Construction Technologies and Architecture\",\"volume\":null,\"pages\":null},\"PeriodicalIF\":0.0000,\"publicationDate\":\"2024-07-19\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Construction Technologies and Architecture\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://doi.org/10.4028/p-vjlm3u\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"\",\"JCRName\":\"\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Construction Technologies and Architecture","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.4028/p-vjlm3u","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
引用次数: 0
摘要
全球变暖导致的气候变化已成为全球最紧迫的问题之一。温室气体(GHG),主要是二氧化碳(CO2)排放到大气中会加剧全球变暖。混凝土是使用量第二大的材料,而水泥是混凝土的关键元素。水泥生产会向大气中释放温室气体,从而加剧全球变暖,进而导致气候变化。本研究利用粉煤灰(FA)作为混凝土中水泥的 100% 替代品,这将减少建筑业对水泥生产的依赖,并有助于减少气候变化的不利影响。此外,在无水泥再生骨料混凝土(CRAC)中,利用建筑和拆迁(C&D)废料制备的再生骨料(RA)以不同比例替代天然骨料(NA),这将有助于减少自然资源的损耗。本研究调查了不同比例的 RA 替代天然集料(0%、25%、50%、75% 和 100%)和 NaOH 溶液摩尔数(12 M、14 M 和 16 M)对 CRAC 混合料抗压强度(CS)和抗折强度(FS)的影响。共制备了 15 种 CRAC 混合料。每种混合物包括三个 100 毫米立方体试样和三个尺寸为 75 毫米 x 75 毫米 x 300 毫米的棱柱试样。研究结果表明,随着 RA 取代 NA 的百分比增加,CS 和 FS 也随之降低。此外,随着 NaOH 溶液的摩尔数从 12 M 增至 16 M,CS 和 FS 也随之增加。与 12 M NaOH 溶液相比,在 16 M NaOH 溶液中用 RA 100%取代 NA 时,CS 和 FS 分别降低了 29.1%和 31.1%。用 RA 替代 25% 的 NA 时,16 M NaOH 溶液的 CS 和 FS 分别比 12 M NaOH 溶液增加了 30% 和 31.9%。
Cement-Less Recycled Aggregate Concrete: A Sustainable Solution for Future Constructions in Pakistan
Climate change as a result of global warming has become one of the worlds’ most pressing concerns. The release of greenhouse gases (GHG), primarily carbon dioxide (CO2) emissions into the atmosphere increases global warming. The concrete is the second most used material and cement is the key element in concrete. The cement production releases GHG in the atmosphere, which increases global warming and consequently results in climate change. This research utilizes, fly ash (FA) as 100% replacement of cement in concrete, which will reduce the reliance of construction industry on the cement production and will help to reduce the adverse impacts of climate changes. Moreover, recycled aggregates (RA) prepared from construction and demolition (C&D) wastes are used as varying percentage replacements of natural aggregates (NA) in cement-less recycled aggregate concrete (CRAC), which will help to reduce the depletion of natural resources. This research investigates the influences of varying percentage replacements of NA with RA (0%, 25%, 50%, 75% and 100%) and molarity of NaOH solution (12 M, 14 M and 16 M) on the compressive strength (CS) and flexural strength (FS) of CRAC mixes. A total of 15 CRAC mixes were prepared. Each mix comprised three 100 mm cube specimens and three prism specimens sized 75 mm x 75 mm x 300 mm. The research concluded that the CS and FS decreased with the increase in percentage replacements of NA with RA. Moreover, the CS and FS increased as the molarity of NaOH solution was increased from 12 M to 16 M. The CS and FS was reduced by 29.1% and 31.1% respectively at 100% replacement of NA with RA at 16 M compared to 12 M NaOH solution. The CS and FS increased by 30% and 31.9% respectively at 16 M NaOH solution compared to 12 M NaOH solution at 25% replacement of NA with RA.