Russian Federation
UDK 69 Строительство. Строительные материалы. Строительно-монтажные работы
The results of the study of the theoretical foundations of the manufacture of building materials using 3D printing based on composite binders with various molding methods and their practical testing on prototypes of fine-grained concrete are presented. The principles of regulating the structure and properties of composites through the use of a mineral modifier for the construction of high-rise building objects using 3D-additive technology are considered. The influence of the characteristics of the raw material components on the properties of the obtained composite is shown. The structure formation of the hardening cement-containing system in the presence of a mineral modifier proceeds more intensively due to the high specific surface area and energy capacity of the components, which is an active mineral additive and the basis for the crystal formation of new hydrate compounds. The difference in the strength characteristics of the printed wall is due to the direction of the sample cut. Applying a breaking load along the direction of forming of a 3D printer gives a slightly higher strength than perpendicular to the direction of forming. This phenomenon can be explained by the shape of the layer after solidification of the mixture, which is an ellipse in cross section
3D additive technologies, composite binders, fine-grained concrete, removable and non-removable formwork
1. Batting N.I., Chumadova L.I., Goncharov I.S. Zykova V.V. Karpenya A.N. Kim A.A., Finashenkov E.A. 3D printing in construction [3D-pechat v stroitelstve]. Construction of unique buildings and structures. 2017. No. 1(52). Pp. 27-46 (rus).
2. Perrot A., Rangeard D., Pierre A. Structural built-up of cement-based materials used for 3D-printing extrusion techniques. Materials and Structures. 2016. Vol. 49. No. 4. Pp. 1213-1220.
3. Lesovik V.S., Shakhova L.D., Kucherov D.E. Classification of active mineral additives for composite binders taking into account their genesis [Klassifikazia aktivnih mineralnih dobavok dlia kompoziionnih vyazusih s uchotom ih genezisa]. Bulletin of BSTU named after V.G. Shukhov. 2012. No. 3. Pp. 10-14 (rus).
4. Tolstoy A.D., Lesovik V.S., Milkina A.S. Features of the structure of new generation concrete with the use of technogenic materials [Osobtnnosti strukturi betonov novogo pokoleniya s primeneniem tehogennih materialov]. Bulletin of SbADI. Sec. III. Construction and architecture. 2018. Vol. 15. No. 4(62). Pp. 588-595 (rus).
5. Lesovik V.S., Pukharenko Y.V., Tolstoy A.D., Glagolev E.S., Fedyuk R.S., Ahmed Anees Al-Ani (Iraq). Powder fiber-reinforced concrete based on composite binder // 20. Internationale Baustofftagung. 2 Concretes and Durability of concrete. 2018. Pp. 12-18.
6. Tolstoy A.D, Lesovik V.S., Glagolev E.S., Krymova A.I. Synergetics of hardening construction systems // IOP Conference Series: Materials Science and Engineering. 2016. Vol. 327.
7. Glagolev E.S. Composites for 3-D additive low-rise construction [Kompoziti dlia 3D-additivnogo maloetagnogo stroitelstva]. "Science-intensive technologies and innovations" Collection works of scientific and practical conference. 2019. Pp. 95-99 (rus).
8. Lesovik V.S., Tolstoy A.D., Glagolev E.S., Novikov K.Y., Strokova V.V. Powdered concretes on composition binders with application of technogene raw materials. International Journal of Pharmacy & Technology. 2016. Vol. 8. No. 4. Pp. 24726-24732.
9. On productivity of laser additive manufacturing Journal of Materials Processing Technology. 2018. Vol. 261. Pp. 213-232.
10. Nasir H., Ahmed H., Hass C, Goodruni P.M. An analysis of construction productivity differences between Canada and the United States Construction Management Economic. 2014. Vol. 32. Pp. 595-607.
11. Klotz M., Horman M., A. Bodenschatz A lean modelling protocol for evaluating green project delivery. Lean Construction. 2007. Vol. 3(1). Pp. 1-18.
12. Dyachenko V.A., Chelpanov I.B., Nikiforov S.O., Khozonkhonova D.D. Materials and processes of additive technologies (rapid prototyping) [Materiali i prozessi additivnih tehnologii (distroe prototipirovanie). Ulan-Ude: Publishing house of the BNTs SB RAS. 2015. 198 p. (rus).
13. Hack N., Lauer W.V., Gramazio F, Kohler M. Mesh Mould: Differentiation for Enhanced Performance. Rethinking Comprehensive Design: Speculative Counterculture, Proceedings of the 19th International Conference on Computer-Aided Architectural Design Research in Asia. 2014. Kyoto. Pp. 139-148.
14. Collins T.M. Proportioning high-strength concrete to control creep and shrinkage. ACI Materials Journal. 1989. Vol. 86. No. 6. Pp. 576-580.
15. Kharkhardin A.N. Topological state and properties of composite materials [Topologichtskoe sostoianie I svoistva kompozizionnih materialov]. Izv. Universities. Construction. Novosibirsk. 1997. No. 4. Pp.72-77.
16. Kharkhardin A.N. Method of obtaining high-density compositions of granular raw materials [Sposob polucheniia visokoplotnih sostavov zernistogo siria]. Izv. Universities. Construction. Novosibirsk. 1996. No. 10. Pp. 56-60.
17. Recommendations for the design and manufacture of steel fiber concrete structures. NIIZHB. LenZNIIEP. TsNIIPromzdaniy. 1987. 148 p.
