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废弃混凝土再生微粉制备盾构注浆料及性能演变规律

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废弃混凝土解体产生的再生微粉(RFP)产量高,具有一定活性,有望部分替代水泥、粉煤灰和膨润土制备RFP盾构注浆料,然而RFP对盾构注浆料性能的影响规律尚不明确,难以实际应用.本文对RFP盾构注浆料的初始流动度、凝结时间、抗压强度和干燥收缩进行试验测定.结果表明:RFP替代水泥易造成浆体流变性能下降,当RFP替代水泥12.5%(质量分数,下同)时,盾构注浆料流动度为17.6 cm,不满足规范要求(21±3)cm;RFP替代膨润土易导致浆体工作性能降低,当RFP替代膨润土 30%时,浆体泌水率为5.2%,且出现分层现象;RFP替代粉煤灰有利于提高浆体流动性能,当RFP替代粉煤灰30%时,浆体流动度增加16.5%,泌水率低,无分层现象.RFP"微集料"效应构筑刚性支撑骨架,能够降低浆体孔隙率,有效抑制干燥收缩.综合各方面性能,优选注浆料配比:水胶比0.31、胶砂比0.66、水泥27%、膨润土 44.5%、粉煤灰9.4%、RFP 19.1%、减水剂0.3%.
Preparation of Shield Grouting Material with Recycled Fine Powder from Waste Concrete and Its Performance Evolution
Recycled fine powder(RFP)produced by the disintegration of waste concrete has high yield and certain activity,which is expected to partially replace cement,fly ash and bentonite to prepare RFP shield grouting material.However,RFP influence on the performance of shield grouting material is not clear,which is difficult to guide engineering application.In this paper,the initial fluidity,setting time,compressive strength and drying shrinkage of RFP shield grouting material were tested.The results show that the RFP replacement of cement is easy to decrease the theological properties of shield grouting material.When RFP replaces 12.5%(mass fraction,same below)cement,the fluidity of shield grouting material is 17.6 cm,which does not meet the specification requirements(21±3)cm.The replacement of bentonite by RFP results in the deterioration of slurry mance.When RFP replaces 30%bentonite,the shield grouting material bleeding rate is 5.2%,and the stratification phenomenon occurs.The replacement of fly ash by RFP is beneficial to improve the fluidity.When RFP replaces 30%fly ash,the fluidity of shield grouting material increases by 16.5%,the bleeding rate is low,and there is no stratification.The RFP'micro-aggregate'effect builds a rigid support skeleton,which can reduce the porosity of shield grouting material and effectively inhibit drying shrinkage.Based on the performance of all aspects,the optimum slurry ratio is:water-binder ratio 0.31,cement-sand ratio 0.66,cement 27%,bentonite 44.5%,fly ash 9.4%,RFP 19.1%,water reducer 0.3%.

recycled fine powderwaste concreteshield grouting materialbentonitedrying shrinkage

郑圣飚、储玉婷、高鹏、詹炳根、王国陶、张青峰、卢炳斗

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合肥工业大学土木与水利工程学院,合肥 230009

水泥基材料低碳技术与装备教育部工程研究中心,合肥 230009

安徽省水泥基材料低碳技术工程研究中心,合肥 230009

土木工程结构与材料安徽省重点实验室,合肥 230009

海南恒宝混凝土工程有限公司,海口 430048

合肥工业大学设计院(集团)有限公司,合肥 230009

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再生微粉 废弃混凝土 盾构注浆料 膨润土 干燥收缩

2024

硅酸盐通报
中国硅酸盐学会 中材人工晶体研究院

硅酸盐通报

CSTPCD北大核心
影响因子:0.698
ISSN:1001-1625
年,卷(期):2024.43(12)