Quantitative Evaluation of Buildability in 3D Concrete Printing Based on Shear-Vane-Test (2019-12)¶

10.1007/978-981-15-8079-6_174

Nishijo Keisuke, Ohno Motohiro, Ishida Tetsuya
Contribution - Proceedings of the 16^th East Asian-Pacific Conference on Structural Engineering and Construction, pp. 1891-1901

Abstract

While the slump test is widely used in conventional in situ concrete construction, no field test has yet been proposed for additive manufacturing of cementitious materials. In the extrusion-based 3D printing technology, one of the important material characteristics is buildability; when deposited fresh mortar is not stiff enough, the 3D printed object could collapse during the printing process, resulting in a limited number of buildable layers. The buildability is likely to depend on environmental conditions. Therefore, to apply the innovative 3D concrete printing technology to in situ field construction, the buildability of materials on site under varying temperature and humidity needs to be evaluated. In this research, the applicability of an evaluation method of buildability based on shear strength has been studied. The shear strength of fresh cement mortar is measured by shear vane test, which can be easily conducted on site. At an arbitrary point of the 3D printed structure, the shear stress is calculated based on the self-weight of upper layers. By comparing the strength and applied stress, potential risks of collapsing can be evaluated over the entire object and the maximum buildable height can be predicted. To verify the evaluation method, square thin-walled structures were printed by using a 3D concrete printer and the actual pintable height observed was compared with the prediction. The objects were printed with varying test parameters, including temperature conditions of 10 and 20 °C, three mix designs of cement mortar, and different sizes of 3D printers. The shear vane test was conducted under each condition during the printing process. The result showed that the evaluation method significantly underestimates the actual printable height. The discrepancy might be attributed to the significant amount of air voids in deposited filaments and to accelerated setting of fresh mortar due to moisture evaporation in the printed object.

¶

5 References

8 Citations

BibTeX

@inproceedings{nish_ohno_ishi.2019.QEoBi3CPBoSVT,
  author            = "Keisuke Nishijo and Motohiro Ohno and Tetsuya Ishida",
  title             = "Quantitative Evaluation of Buildability in 3D Concrete Printing Based on Shear-Vane-Test",
  doi               = "10.1007/978-981-15-8079-6_174",
  year              = "2019",
  volume            = "101",
  pages             = "1891--1901",
  booktitle         = "Proceedings of the 16th East Asian-Pacific Conference on Structural Engineering and Construction",
  editor            = "Chien Ming Wang and Vinh Dao and Sritawat Kitipornchai",
}

Formatted Citation

IEEE

K. Nishijo, M. Ohno and T. Ishida, “Quantitative Evaluation of Buildability in 3D Concrete Printing Based on Shear-Vane-Test”, in Proceedings of the 16^th East Asian-Pacific Conference on Structural Engineering and Construction, 2019, vol. 101, pp. 1891–1901. doi: 10.1007/978-981-15-8079-6_174.

CMOS

Nishijo, Keisuke, Motohiro Ohno, and Tetsuya Ishida. “Quantitative Evaluation of Buildability in 3D Concrete Printing Based on Shear-Vane-Test”. In Proceedings of the 16^th East Asian-Pacific Conference on Structural Engineering and Construction, edited by Chien Ming Wang, Vinh Dao, and Sritawat Kitipornchai, 101:1891–1901, 2019. https://doi.org/10.1007/978-981-15-8079-6_174.