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Author:

Li, Zhijian (Li, Zhijian.) | Wang, Li (Wang, Li.) | Ma, Guowei (Ma, Guowei.)

Indexed by:

EI Scopus SCIE

Abstract:

The innovative 3D printing has been successfully applied to layeredly build-up construction-scale structures through the extrusion of various cementitious materials. Favourable buildability of fresh cement mixture and the hardened properties of the printed structures are essential requirement for the application of 3D concrete printing. This paper firstly proposed a 3D printable cement mixture containing 40% mining tailings. The influence of paste age on the buildability of forty-layer structure was evaluated, as well as the bending resistance of prism specimen sawed from the printed structure. The bonding between layers is a critical factor that influences the structural capacity. In particular, the weak bonding interface formed in the layered extrusion process was identified through high-resolution X-ray CT scanning. It is necessary and desirable for the cement paste to perform both well buildability and mechanical performances. Thereafter, a proper amount of viscosity modify agent (VMA) was used to improve the structural integrity by increasing the contact behaviour between the adjacent extruded layers. Meanwhile, the impact of curing method on the hardened properties of 3D printed structures was accessed. Results indicated that the prepared tailing mortar achieved sufficient buildability to be used in an extrusion-typed 3D printer at the paste age of 45 min. The mould-cast specimens process flexural strength of 7.87 MPa. In contrast, the flexural strength of printed specimens values 5.22 MPa and 12.93 MPa, respectively, after the addition of 1.5% VMA and 90 degrees C steam curing.

Keyword:

weak bonding interface layered structure buildability 3D concrete printing bending behaviour

Author Community:

  • [ 1 ] [Li, Zhijian]Beijing Univ Technol, Coll Architecture & Civil Engn, 100 Pingleyuan, Beijing 100124, Peoples R China
  • [ 2 ] [Li, Zhijian]Hebei Univ Technol, Sch Civil Engn & Transportat, 5340 Xiping Rd, Tianjin 300130, Peoples R China
  • [ 3 ] [Wang, Li]Hebei Univ Technol, Sch Civil Engn & Transportat, 5340 Xiping Rd, Tianjin 300130, Peoples R China
  • [ 4 ] [Ma, Guowei]Hebei Univ Technol, Sch Civil Engn & Transportat, 5340 Xiping Rd, Tianjin 300130, Peoples R China
  • [ 5 ] [Ma, Guowei]Univ Western Australia, Sch Civil Environm & Min Engn, Crawley, WA 6009, Australia

Reprint Author's Address:

  • [Wang, Li]Hebei Univ Technol, Sch Civil Engn & Transportat, 5340 Xiping Rd, Tianjin 300130, Peoples R China

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Source :

INTERNATIONAL JOURNAL OF CONCRETE STRUCTURES AND MATERIALS

ISSN: 1976-0485

Year: 2018

Issue: 1

Volume: 12

3 . 4 0 0

JCR@2022

ESI Discipline: ENGINEERING;

ESI HC Threshold:156

JCR Journal Grade:3

Cited Count:

WoS CC Cited Count: 71

SCOPUS Cited Count: 84

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 7

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