1.山东交通学院 交通土建工程学院，山东 济南 250357;2.北京建筑大学 土木与交通工程学院， 北京 102616;3.山东高速股份有限公司，山东 济南 250014;4.山东高速路桥国际工程 有限公司，山东 济南 250014
赵之仲（1978—），男，山东德州人，山东交通学院副教授，硕士生导师，博士. E-mail： zhaozhizhong@sdjtu.edu.cn
赵之仲（1978—），男，山东德州人，山东交通学院副教授，硕士生导师，博士. E-mail： zhaozhizhong@sdjtu.edu.cn
U416.2
“十三五”国家重点研发计划资助项目（2018YFB1600100）；山东省交通运输厅科技计划（2018B02-01，2019B63，2020B93）；山东省自然科学基金资助项目（ZR2020QE274）；山东省重点研发计划（软科学项目）（2020RKB01602）
1.School of Transportation Civil Engineering， Shandong Jiaotong University， Jinan 250357， China;2.School of Civil and Transportation Engineering， Beijing University of Civil Engineering and Architecture， Beijing 102616， China;3.Shandong Hi-Speed Company Limited， Jinan 250014， China;4.Shandong Hi-Speed Road & Bridge International Engineering Co.， Ltd.， Jinan 250014， China
为了解决建筑固废资源化利用的技术难题，研究了钛石膏-矿渣浆体（T-S浆体）强化砖混再生粗集料（BCRCA）的作用机理，比较了负压强化与传统搅拌裹附强化效果的优劣，分析了T-S浆体强化水泥稳定碎石混合料无侧限抗压强度和劈裂强度的变化.结果表明：T-S浆体可以产生C-S-H凝胶和钙矾石微膨胀体，填充粗集料的孔隙；负压强化BCRCA的压碎值达到27.5%，吸水率降低至6.6%，表观密度提高至2.678 g/cm3，灌入饱和度相较于传统搅拌裹附强化提高了63.7%；负压强化水泥稳定碎石混合料的无侧限抗压强度为3.8 MPa，劈裂强度为0.40 MPa，较未强化时分别提高38.5%、36.7%，抗疲劳性与抗冲刷性均提升了15%以上，强化效果明显.
To solve the technical difficulty in the utilization of construction waste resources， the mechanism of strengthening of the brick concrete recycled coarse aggregate（BCRCA） by titanium gypsum slag paste （T-S paste）was studied. Both of the advantages and disadvantages of negative pressure strengthening and traditional strengthening were discussed. At the same time， the variation rules of unconfined compressive strength and splitting strength used for the cement stabilized macadam mixture were analyzed. The results show that the T-S paste can produce C-S-H gel and ettringite micro expansion body to fill the coarse aggregate pores. After negative pressure strengthening， the crushed stone value of BCRCA reaches 27.5%， the water absorption ratio decreases to 6.6%， and the apparent density increases to 2.678 g/cm3. The water saturation after negative pressure strengthening is 63.7% higher than that after stirring. After negative pressure strengthening， the unconfined compressive strength and the splitting strength of cement stabilized macadam mixture are 3.8 MPa and 0.40 MPa respectively， increasing by 38.5% and 36.7% compared with those unstrengthened. Both fatigue performance and anti-scouring performance increase by more than 15%. The strengthening effect of T-S paste is obvious in the negative pressure strengthening mode.
赵之仲,柳泓哲,杨振宇,石祥玉,赵连地.钛石膏-矿渣对砖混再生粗集料负压强化效果评价[J].建筑材料学报,2022,25(6):635-642
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