Utilization of recycled construction powder in 3D concrete printable materials through particle packing optimization

被引:22
作者
Qian, Hao [1 ]
Hua, Sudong [1 ]
Yue, Hongfei [1 ]
Feng, Guiyang [1 ]
Qian, Liying [2 ]
Jiang, WenJia [1 ]
Zhang, Lili [3 ]
机构
[1] Nanjing Tech Univ, Coll Mat Sci & Engn, Nanjing 211816, Peoples R China
[2] Suzhou Lvpu New Mat Technol Co Ltd, Suzhou 215600, Peoples R China
[3] Suzhou Concrete Cement Prod Res Inst Co Ltd, Suzhou 215001, Peoples R China
基金
中国国家自然科学基金;
关键词
Recycled construction powder; Modified Andreasen and Andersen model; Recycled construction aggregate; 3D concrete printing; Gradation optimization; YIELD-STRESS; MIX DESIGN; MECHANICAL-PROPERTIES; GEOPOLYMER; EXTRUSION; MIXTURES; STRENGTH; RHEOLOGY; FAILURE; WASTE;
D O I
10.1016/j.jobe.2022.105236
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
With the enhancement of awareness of environmental protection and sustainable development, reuse of industrial solid waste has gradually attracted people's attention. The utilization of recycled construction powder (RCP) and recycled construction aggregate(RCA)in the production of 3D concrete printable material(3DPM) can not only reduce carbon emissions, but also promote the application of 3D printing technology by reducing material costs. Considering the defect of low-reactivity and inferior property of RCP, the appropriate RCP is screened out according to the modified Andreasen and Andersen model to optimize the gradation of printable materials. Influence of RCP on the fresh property is investigated by rheological experiment and the incipient failure height test. The results show that the addition of 10%RCP would increase the yield stress from 1423Pa to 1573Pa and maintain the viscosity of the material. Moreover, unconfined compressive strength test, isothermal calorimetry and mercury intrusion porosimetry test are also used to characterize the properties of 3DPM. The results show that although the addition of RCP reduces the total heat release of 3DPM, it also reduces the macropore(>1000 nm) of 3DPM from 10.7% to 7.1%, and keep the compressive strength within an acceptable range through the gradation optimization. Finally, the results of laboratory printing or industrial printing also confirm the printing performance of 3DPM.
引用
收藏
页数:13
相关论文
共 55 条
[1]  
Alexander M.S. Mindess., 2005, AGGREGATES CONCRETE
[2]  
[Anonymous], 2018, Standard Test Methods for Notched Bar Impact Testing of Metallic Materials
[3]  
Astm C, 2010, STANDARD SPECIFICATI
[4]   Andreasen Particle Packing Method on the Development of Geopolymer Concrete for Civil Engineering [J].
Borges, Paulo H. R. ;
Fonseca, Lucas F. ;
Nunes, Vitor A. ;
Panzera, Tulio H. ;
Martuscelli, Carolina C. .
JOURNAL OF MATERIALS IN CIVIL ENGINEERING, 2014, 26 (04) :692-697
[5]   Self-compacting concrete: Theoretical and experimental study [J].
Brouwers, HJH ;
Radix, HJ .
CEMENT AND CONCRETE RESEARCH, 2005, 35 (11) :2116-2136
[6]   3D printing using concrete extrusion: A roadmap for research [J].
Buswell, R. A. ;
de Silva, W. R. Leal ;
Jones, S. Z. ;
Dirrenberger, J. .
CEMENT AND CONCRETE RESEARCH, 2018, 112 :37-49
[7]   Experimental validation of incipient failure of yield stress materials under gravitational loading [J].
Chamberlain, JA ;
Clayton, S ;
Landman, KA ;
Sader, JE .
JOURNAL OF RHEOLOGY, 2003, 47 (06) :1317-1329
[8]   Potential of recycled fine aggregates powder as filler in asphalt mixture [J].
Chen, Meizhu ;
Lin, Juntao ;
Wu, Shaopeng .
CONSTRUCTION AND BUILDING MATERIALS, 2011, 25 (10) :3909-3914
[9]   Influence of water-to-cement ratio and curing period on pore structure of cement mortar [J].
Chen, Xudong ;
Wu, Shenxin .
CONSTRUCTION AND BUILDING MATERIALS, 2013, 38 :804-812
[10]   Design of structural concrete mixtures containing fine recycled concrete aggregate using packing model [J].
de Andrade, Gabriella Puente ;
Polisseni, Gabriela de Castro ;
Pepe, Marco ;
Toledo Filho, Romildo Dias .
CONSTRUCTION AND BUILDING MATERIALS, 2020, 252