泡沫摻量對再生細骨料泡沫混凝土性能影響分析
Analysis of the Effect of Foam Dosage on the Performance of Recycled Fine Aggregate Foamed Concrete
)
中圖分類號:U414 文獻標志碼:A 文章編號:1005-8249(2025)01-0001-06
DOI:10.19860/j.cnki.issn1005-8249.2025.01.001
CAI Yanxial,23,LUO Shuai',QIU Wei4,GAO Jiaqi23,XUE Xiaojie4,LI Lihui3 (1.School of Civil Engineering,Hebei University of Engineering,Handan O56038,China; 2. Beijing Zhonglu Gaoke Highway Technology Co.,Ltd.,Beijing 1OOO88,China; 3. Research Institute of Highway Ministry of Transport, Beijing 1OOO88,China; 4.Guangzhou Expressway Technology Co.,Ltd.,Guangzhou 510OOO,China)
Abstract:Inorder to achievethe high-valueutilizationofrecycledfineaggregatefrom wasteconcrete,thestudyinvestigated theinfluenceof diferent foamdosagesandthepresenceof polypropylenefibersontheworkabilityproperties,suchaswet density,flowability,andcompresivestrengthofrecycledfineaggegatefoamedconcrete.Bycombining variousfitig forms, therelationshipbetweenfoamdosageandcompresivestrength wasanalyzed.Theresearch showedthat withanincrease in foam dosage,thewetdensityofrecycledfineaggregatefoamedconcretedecreasedsignificantly,whiletheflowabilityandcopresive strengthdecreased.Theaditionofpolypropylenefibershaddiferentefectsonthewetdensityandflowabilityofrecycled fine aggregatefoamedconcretewithdiferentfoamdosages,butitdidnothaveasignificantimprovementefectoncompressive strength.According tothe presenceorabsenceof polypropylene fibers,theoptimal fiting forms fortherelationship between foamdosageandstrengthofrecycledfineaggregate foamedconcretewereexponentialfitingandpolyomialfiting,respectively.
Key words:recycled fine aggregates;foamed concrete;compressive strength;foam content;polypropylene fiber
材料科學
0 引言
隨著國家經(jīng)濟的不斷發(fā)展,在改擴建中舊建(構(gòu))筑物被拆除,產(chǎn)生了大量廢舊混凝土。(剩余11490字)
- 泡沫摻量對再生細骨料泡沫混凝土...
- 骨料粒徑對模型骨料混凝土剪切性...
- 粉煤灰再生骨料混凝土力學性能及...
- PE植物油復(fù)合改性瀝青性能評價...
- 花崗巖石粉復(fù)合礦粉、粉煤灰對混...
- 粉煤灰對超輕泡沫混凝土性能的影...
- 煤矸石粉填料橡膠瀝青混合料路用...
- Y型鋼管混凝土配比優(yōu)化試驗研究...
- 纖維增強水泥基復(fù)合材料加固梁柱...
- 蒸養(yǎng)條件下超摻粉煤灰混凝土強度...
- 砂質(zhì)泥巖互層結(jié)構(gòu)重塑弱膨脹巖變...
- 多含水層體系下基坑支護施工技術(shù)...
- 深基坑水平位移監(jiān)測數(shù)據(jù)分析及預(yù)...
- 深基坑通長型GFRP筋桿體施工...
- 顆粒形狀對循環(huán)荷載作用下砂礫石...
- 變質(zhì)軟巖隧道大變形穩(wěn)定性評價及...
- 改性流態(tài)固化土抗壓性能試驗研究...
- 低溫下孔隙水和孔隙結(jié)構(gòu)對飽水巖...
- 噴射混凝土對深埋隧道噴殼結(jié)構(gòu)性...
- 流固耦合作用下鞍形薄膜結(jié)構(gòu)非線...
- 考慮土-結(jié)構(gòu)相互作用的建筑結(jié)構(gòu)...
- 高性能混凝土梁彎曲疲勞性能試驗...
- 路基壓實度預(yù)測模型的建立及評價...
- 橡膠顆粒改良紅黏土路基性能研究...
- 基于物聯(lián)網(wǎng)和改進遺傳算法的近零...
- 固廢基無機保溫材料的研究和應(yīng)用...
- 盾構(gòu)隧道下穿施工對嚴重傾斜擋墻...
- 基于監(jiān)測信息多尺度變量提取的滑...
- 滑坡穩(wěn)定性可靠度及巖土參數(shù)敏感...
- 基于運行時模態(tài)分析和代理模型的...