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

Zhenwen Hu, Zhe Kong, Guisheng Cai, Qiuyi Li, Yuanxin Guo, Dunlei Su, Junzhe Liu and Shidong Zheng
Additional contact information
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

Sustainability, 2021, vol. 13, issue 15, 1-17

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.

Keywords: recycled aggregate; recycled powder (RP); recycled concrete; performance test; microstructure; interface transition zone (search for similar items in EconPapers)
JEL-codes: O13 Q Q0 Q2 Q3 Q5 Q56 (search for similar items in EconPapers)
Date: 2021
References: View references in EconPapers View complete reference list from CitEc
Citations: View citations in EconPapers (3)

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