Manufacture and Mechanical Properties of 3D Printing Cement Based Materials For Washable Formwork

被引：0
|
作者：
Sun X. [1 ,2 ]
Chen J. [1 ,2 ]
Wang H. [1 ,2 ]
Zhang J. [1 ,2 ]
机构：
[1] Department of Architecture Engineering, Zhejiang University, Hangzhou
[2] Shanxi Institute of new materials and chemical industry, Zhejiang University, Taiyuan
来源：
Jianzhu Cailiao Xuebao/Journal of Building Materials | 2022年 / 25卷 / 05期
关键词：
3D printing concrete; Constructability; Mechanical property; Time dependant deformation; Washable formwork;
D O I：
10.3969/j.issn.1007-9629.2022.05.005
中图分类号：
学科分类号：
摘要：
For the 3D printing requirements of complicated concrete structure components, the technology of combining washable formwork with existing conventional 3D printing concrete was proposed to realize spatial structure modeling, and the design process of washable formwork was optimized based on 3D printing cement based washable formwork performance tetrahedron model and analytic hierarchy process. By studying the influence of super absorbent polymer(SAP) and kaolin content in magnesium oxysulfide cement on the mechanical properties, printability, constructability and wash‑ability of cement based materials, a 3D printing washable formwork of magnesium oxysulfide cement with good fluidity, printability and stable constructability was designed. Digital image correlation(DIC) method was used to dynamically monitor the time dependent deformation of washable formwork layer after printing. The time dependant deformation logarithmic model was established, which could provide technical reference for 3D printing concrete complex spatial construction. © 2022, Editorial Department of Journal of Building Materials. All right reserved.
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页码：470 / 476
页数：6
相关论文
共 23 条
  • [1] WANG Jianjun, LIU Hongmei, NI Hongjun, Et al., 3D printing technology application status and prospect in field of architecture, Architectural Technology, 50, 6, (2019)
  • [2] CHANG Xidong, LI Weihong, WANG Qian, Research progress of 3D printed concrete materials and its performance test, Bulletin of the Chinese Ceramic Society, 38, 8, pp. 2435-2441, (2019)
  • [3] WOLFS R J M, BOS F P, SALET T A M., Early age mechanical behaviour of 3D printed concrete: Numerical modelling and experimental testing, Cement and Concrete Research, 106, (2018)
  • [4] BUSWELL R A, LEAL DE SILVA W R, JONES S Z, Et al., 3D printing using concrete extrusion: A roadmap for research, Cement and Concrete Research, 112, pp. 37-49, (2018)
  • [5] DUBALLET R, BAVEREL O, DIRRENBERGER J., Classification of building systems for concrete 3D printing, Automation in Construction, 83, pp. 247-258, (2017)
  • [6] MA G W, WANG L, JU Y., State‑of‑the‑art of 3D printing technology of cementitious material ‑ An emerging technique for construction, Science China Technological Sciences, 61, 4, (2018)
  • [7] LE T T, AUSTIN S A, LIM S, Et al., Mix design and fresh properties for high‑performance printing concrete, Materials and Structures, 45, 8, (2012)
  • [8] KAO Y T, ZHANG Y, WANG J, Et al., Bending behaviors of 3D‑printed bi‑material structure: Experimental study and finite element analysis, Additive Manufacturing, 16, (2017)
  • [9] RUIZ-CANTU L, GLEADALL A, FARIS C, Et al., Multi‑material 3D bioprinting of porous constructs for cartilage regeneration, Materials Science and Engineering: C(Materials for Biological Applications), 109, (2020)
  • [10] COSTANZI C B, AHMED Z Y, SCHIPPER H R, Et al., 3D printing concrete on temporary surfaces: The design and fabrication of a concrete shell structure, Automation in Construction, 94, pp. 395-404, (2018)
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