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Study of the Properties of Full Component Recycled Dry-Mixed Masonry Mortar and Concrete Prepared from Construction Solid Waste

Author

Listed:
  • Zhenwen Hu

    (College of Architectural Engineering, Qingdao Agricultural University, Qingdao 266109, China)

  • Zhe Kong

    (Qingdao Real Estate Vocational Secondary Specialized School, Qingdao 266034, China)

  • Guisheng Cai

    (Shandong Academy of Building Research Co., Ltd., Jinan 255000, China)

  • Qiuyi Li

    (College of Architectural Engineering, Qingdao Agricultural University, Qingdao 266109, China)

  • Yuanxin Guo

    (College of Architectural Engineering, Qingdao Agricultural University, Qingdao 266109, China)

  • Dunlei Su

    (School of Traffic Civil Engineering, Shandong Jiaotong University, Jinan 250357, China)

  • Junzhe Liu

    (College of Architectural Engineering, Qingdao Agricultural University, Qingdao 266109, China)

  • Shidong Zheng

    (Shandong Junhong Environmental Technology Co., Ltd., Zibo 255000, China)

Abstract

Solutions are needed to solve the problem of a large amount of construction solid waste and a shortage of natural aggregate (coarse and fine aggregates). In this paper, simple-crushed coarse aggregate (SCRCA) and simple-crushed fine aggregate (SCRFA) were obtained by simple-crushing of construction solid waste. On this basis, SCRCA and SCRFA were treated with particle-shaping to obtain particle-shaping coarse aggregate (PSRCA) and particle-shaping fine aggregate (PSRFA), and the recycled powder (RP) produced in the process of particle-shaping was collected. Under the condition of a 1:4 cement-sand ratio, RP was used to replace cement with four substitution rates of 0, 10%, 20%, and 30%, and dry-mixed masonry mortar was prepared with 100% SCRFA, PSRFA, and river sand (RS). The basic and mechanical properties and microstructure of hydration products of dry-mixed mortar were analyzed, and the maximum substitution rate of RP was determined. Under the condition that the amount of cementitious material is 400 kg/m 3 and the RP is at the maximum replacement rate, three different aggregate combinations to prepare concrete are the 100% use of SCRCA and SCRFA, PSRCA and PSRFA, and RS and natural aggregate (NCA); the workability, mechanical properties, and aggregate interface transition zone of the prepared concrete were analyzed. The results show that when the replacement rate of RP is less than 20%, it has little effect on the properties of products. The performance of PSRCA and PSRFA after treatment is better than that of SCRCA and SCRFA. Under different RP substitution rates, the performance of dry-mixed mortar prepared with PSRFA is very close to that prepared with RS. The performance of recycled concrete prepared with PSRCA and PSRFA is also very close to that of products prepared with NCA and RS. The failure morphology of PSRCA and RSRFA concrete is also similar to that of NCA and RS concrete.

Suggested Citation

  • Zhenwen Hu & Zhe Kong & Guisheng Cai & Qiuyi Li & Yuanxin Guo & Dunlei Su & Junzhe Liu & Shidong Zheng, 2021. "Study of the Properties of Full Component Recycled Dry-Mixed Masonry Mortar and Concrete Prepared from Construction Solid Waste," Sustainability, MDPI, vol. 13(15), pages 1-17, July.
    • Handle: RePEc:gam:jsusta:v:13:y:2021:i:15:p:8385-:d:602612
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    References listed on IDEAS

    as
    1. Jie Li & Hao Zhou & Wenwen Chen & Zhongfan Chen, 2021. "Mechanical Properties of a New Type Recycled Aggregate Concrete Interlocking Hollow Block Masonry," Sustainability, MDPI, vol. 13(2), pages 1-15, January.
    2. Ana María Bravo-German & Iván Daniel Bravo-Gómez & Jaime A. Mesa & Aníbal Maury-Ramírez, 2021. "Mechanical Properties of Concrete Using Recycled Aggregates Obtained from Old Paving Stones," Sustainability, MDPI, vol. 13(6), pages 1-17, March.
    3. Valeria Superti & Cynthia Houmani & Ralph Hansmann & Ivo Baur & Claudia R. Binder, 2021. "Strategies for a Circular Economy in the Construction and Demolition Sector: Identifying the Factors Affecting the Recommendation of Recycled Concrete," Sustainability, MDPI, vol. 13(8), pages 1-32, April.
    4. Junfang Sun & Ji Chen & Xin Liao & Angran Tian & Jinxu Hao & Yuchen Wang & Qiang Tang, 2021. "The Workability and Crack Resistance of Natural and Recycled Aggregate Mortar Based on Expansion Agent through an Environmental Study," Sustainability, MDPI, vol. 13(2), pages 1-12, January.
    5. Sara Boudali & Bahira Abdulsalam & Amir Hossein Rafiean & Sébastien Poncet & Ahmed Soliman & Adel ElSafty, 2021. "Influence of Fine Recycled Concrete Powder on the Compressive Strength of Self-Compacting Concrete (SCC) Using Artificial Neural Network," Sustainability, MDPI, vol. 13(6), pages 1-28, March.
    6. Mahdi Naeini & Alireza Mohammadinia & Arul Arulrajah & Suksun Horpibulsuk, 2021. "Recycled Glass Blends with Recycled Concrete Aggregates in Sustainable Railway Geotechnics," Sustainability, MDPI, vol. 13(5), pages 1-17, February.
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    Cited by:

    1. Byeong Hun Woo & Jeong Bae Lee & Hyunseok Lee & Hong Gi Kim, 2022. "Aggregate Simulation with Statistical Approach Considering Substituting," Sustainability, MDPI, vol. 14(3), pages 1-13, January.
    2. Qiang Ma & Junhui Li & Shaoping Huang & Henglin Xiao, 2022. "Analysis of Shear Resistance and Mechanism of Construction and Demolition Waste Improved by Polyurethane," Sustainability, MDPI, vol. 14(13), pages 1-17, July.
    3. Yang Yu & Peihan Wang & Zexin Yu & Gongbing Yue & Liang Wang & Yuanxin Guo & Qiuyi Li, 2021. "Study on the Effect of Recycled Coarse Aggregate on the Shrinkage Performance of Green Recycled Concrete," Sustainability, MDPI, vol. 13(23), pages 1-15, November.

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