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Engineering and Technology OPEN ACCESS

Construction Technology and Digital Quality Control for A Low-Rise Building with A Pultruded Composite Frame And 3d-Printed Walls BIM-Oriented Production Workflow, 4D Planning, Process Monitoring, And A Digital Building Passport

Dilshod Bakhodirovich Akbarov
Tashgiprogor LLC, Tashkent, Uzbekistan; Chief Project Engineer; M.Sc. in Production of Building Materials, Products and Structures, Uzbekistan
Khusnitdin Akhrarovich Akramov
Department of Technology of Building Materials and Structures, Tashkent University of Architecture and Civil Engineering, Tashkent, Uzbekistan; Doctor of Technical Sciences, Professor, Uzbekistan
tajet 2026
VOL. 8 / NO. 10 OCTOBER
VOLUME 8
ISSUE 10
YEAR 2026
PAGES 56-88

Abstract

This study investigates the construction technology for a two-story low-rise building in which the load-bearing system is assembled from factory-fabricated pultruded glass-fiber-reinforced polymer (GFRP) profiles, while the external enclosures comprise three-layer 3D-printed walls with a polystyrene-concrete core. The production task extends well beyond conventional wall printing: the digital model, fabrication and marking of GFRP components, surveying, installation of deformation-decoupled connections, generation of machine toolpaths, material delivery, installation of embedded components, core filling, geometric quality control, and transfer of as-built data into the digital building passport must all be coordinated.

A BIM-oriented methodology is developed around a continuous digital thread: “requirement—model object—technological operation—inspection record—acceptance decision.” The information environment is organized in accordance with the ISO 19650 series; open exchange is described through IFC under ISO 16739-1:2024; the level of information need is defined under ISO 7817-1:2024; and construction-object data are structured with reference to ISO 23386 and ISO 23387:2025. Qualification of the additive process follows the logic of ISO/ASTM 52939:2023. A persistent identifier is proposed for each element, linking its geometry, material, batch, toolpath, printing parameters, photographs, point cloud, test results, and as-built revision.

For the demonstration building measuring 10.8 × 7.2 m, with two stories and 20% openings, the net printed-enclosure area is 172.8 m². The calculated volume of print mortar, including local cross-ties, is 11.61 m³, and the volume of the polystyrene-concrete core is 31.59 m³. At a layer height of 20 mm, bead width of 45 mm, nozzle speed of 120 mm/s, and overall equipment effectiveness OEE = 0.742, the effective production rate is 0.289 m³/h and the printing duration is approximately 40.2 h. An 18-day demonstration 4D schedule is proposed for the superstructure, including frame assembly, printing of both stories, inspection hold points, core filling, roof installation, and compilation of the digital passport.

The scientific novelty lies in integrating BIM information management, DfMA preparation of the composite frame, process calculation for 3D printing, statistical process control, point-cloud-based geometric verification, and a system of release quality gates. It is shown that testing specimen strength alone is insufficient: wall reproducibility depends on the combined control of flow rate, speed, bead geometry, interlayer interval, green strength, embedded-component position, and preservation of free travel in the movement-accommodating connections. A verification program is established from material qualification and trial printing through a pilot module and the as-built building model.

Keywords

Construction 3D printing pultruded glass-fiber-reinforced polymer common data environment

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References

  1. Decree of the President of the Republic of Uzbekistan No. UP-151 dated August 28, 2023, “On Measures for the Effective Organization of Public Administration in Construction and Housing and Utility Services within the Framework of Administrative Reforms.”
  2. Resolution of the President of the Republic of Uzbekistan No. PP-104 dated March 13, 2026, “On Measures to Improve the Effectiveness of the System for Comprehensive Review of Predesign and Procurement Documentation.”
  3. Resolution of the Cabinet of Ministers of the Republic of Uzbekistan No. 231 dated April 23, 2024, “On Measures to Bring Regulatory Instruments into Conformity with International Standards in the Construction Sector.”
  4. ShNK 1.05.01, “Building Information Modeling. Rules for Organizing the Work of Production and Technical Departments”—a document included in the list of standards to be improved under Resolution of the Cabinet of Ministers of the Republic of Uzbekistan No. 231 dated April 23, 2024; the status and details of the approved edition must be verified before publication.
  5. ISO 19650-1:2018. Organization and Digitization of Information about Buildings and Civil Engineering Works, Including Building Information Modelling (BIM) — Information Management Using Building Information Modelling — Part 1: Concepts and Principles. Geneva: ISO, 2018.
  6. ISO 19650-2:2018. Organization and Digitization of Information about Buildings and Civil Engineering Works, Including BIM — Information Management Using BIM — Part 2: Delivery Phase of the Assets. Geneva: ISO, 2018.
  7. ISO 19650-4:2022. Organization and Digitization of Information about Buildings and Civil Engineering Works, Including BIM — Information Management Using BIM — Part 4: Information Exchange. Geneva: ISO, 2022.
  8. ISO 19650-6:2025. Organization and Digitization of Information about Buildings and Civil Engineering Works, Including BIM — Information Management Using BIM — Part 6: Health and Safety Information. Geneva: ISO, 2025.
  9. ISO 16739-1:2024. Industry Foundation Classes (IFC) for Data Sharing in the Construction and Facility Management Industries — Part 1: Data Schema. Geneva: ISO, 2024.
  10. ISO 7817-1:2024. Building Information Modelling — Level of Information Need — Part 1: Concepts and Principles. Geneva: ISO, 2024.
  11. ISO 23386:2020. Building Information Modelling and Other Digital Processes Used in Construction — Methodology to Describe, Author and Maintain Properties in Interconnected Data Dictionaries. Geneva: ISO, 2020.
  12. ISO 23387:2025. Building Information Modelling (BIM) — Data Templates for Objects Used in the Life Cycle of Assets. Geneva: ISO, 2025.
  13. ISO 21597-1:2020. Information Container for Linked Document Delivery — Exchange Specification — Part 1: Container. Geneva: ISO, 2020.
  14. ISO 29481-1:2025. Building Information Models — Information Delivery Manual — Part 1: Methodology and Format. Geneva: ISO, 2025.
  15. ISO/ASTM 52939:2023. Additive Manufacturing for Construction — Qualification Principles — Structural and Infrastructure Elements. Geneva: ISO, 2023.
  16. ISO/ASTM 52900:2021. Additive Manufacturing — General Principles — Fundamentals and Vocabulary. Geneva: ISO, 2021.
  17. ISO/ASTM 52950:2021. Additive Manufacturing — General Principles — Overview of Data Processing. Geneva: ISO, 2021.
  18. ISO 9001:2015. Quality Management Systems — Requirements. Geneva: ISO, 2015.
  19. ISO 10005:2018. Quality Management — Guidelines for Quality Plans. Geneva: ISO, 2018.
  20. ISO 45001:2018. Occupational Health and Safety Management Systems — Requirements with Guidance for Use. Geneva: ISO, 2018.
  21. ISO 31000:2018. Risk Management — Guidelines. Geneva: ISO, 2018.
  22. ASCE/SEI 74-23. Load and Resistance Factor Design (LRFD) for Pultruded Fiber Reinforced Polymer (FRP) Structures. Reston, VA: ASCE, 2023. DOI: 10.1061/9780784415771.
  23. CEN/TS 19101:2022. Design of Fibre-Polymer Composite Structures. Brussels: CEN, 2022.
  24. ASTM D3917-12(2019). Standard Specification for Dimensional Tolerance of Thermosetting Glass-Reinforced Plastic Pultruded Shapes. West Conshohocken, PA: ASTM International, 2019.
  25. García-Alvarado R., Soza P., Moroni G., Pedreros F., Avendaño M., Banda P., Berríos C. From BIM Model to 3D Construction Printing: A Framework Proposal // Frontiers of Architectural Research. 2024. Vol. 13, No. 4. P. 912–927. DOI: 10.1016/j.foar.2024.03.002.
  26. Smarsly K., Peralta Abadia P., Luckey D., Hein S.S.V., Ludwig H.M. BIM-Based Concrete Printing // Proceedings of the 18th International Conference on Computing in Civil and Building Engineering (ICCCBE 2020). Lecture Notes in Civil Engineering. 2020. Vol. 98. P. 992–1002. Cham: Springer. DOI: 10.1007/978-3-030-51295-8_69.
  27. Peralta Abadia P., Smarsly K. An Algorithmic BIM Approach to Advance Concrete Printing // Proceedings of the 28th International Workshop on Intelligent Computing in Engineering (EG-ICE 2021). 2021. DOI: 10.14279/depositonce-12021. ISBN: 978-3-7983-3212-6.
  28. Buswell R.A., Leal de Silva W.R., Jones S.Z., Dirrenberger J. 3D Printing Using Concrete Extrusion: A Roadmap for Research // Cement and Concrete Research. 2018. Vol. 112. P. 37–49. DOI: 10.1016/j.cemconres.2018.05.006.
  29. Mechtcherine V., Bos F.P., Perrot A., da Silva W.R.L., Nerella V.N., Fataei S., Wolfs R.J.M., Sonebi M., Roussel N. Extrusion-Based Additive Manufacturing with Cement-Based Materials — Production Steps, Processes, and Their Underlying Physics: A Review // Cement and Concrete Research. 2020. Vol. 132. Art. 106037. DOI: 10.1016/j.cemconres.2020.106037.
  30. Bos F., Wolfs R., Ahmed Z., Salet T. Additive Manufacturing of Concrete in Construction: Potentials and Challenges of 3D Concrete Printing // Virtual and Physical Prototyping. 2016. Vol. 11, No. 3. P. 209–225. DOI: 10.1080/17452759.2016.1209867.
  31. Le T.T., Austin S.A., Lim S., Buswell R.A., Gibb A.G.F., Thorpe T. Mix Design and Fresh Properties for High-Performance Printing Concrete // Materials and Structures. 2012. Vol. 45. P. 1221–1232. DOI: 10.1617/s11527-012-9828-z.
  32. Le T.T., Austin S.A., Lim S., Buswell R.A., Law R., Gibb A.G.F., Thorpe T. Hardened Properties of High-Performance Printing Concrete // Cement and Concrete Research. 2012. Vol. 42, No. 3. P. 558–566. DOI: 10.1016/j.cemconres.2011.12.003.
  33. 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. P. 1213–1220. DOI: 10.1617/s11527-015-0571-0.
  34. Roussel N. Rheological Requirements for Printable Concretes // Cement and Concrete Research. 2018. Vol. 112. P. 76–85. DOI: 10.1016/j.cemconres.2018.04.005.
  35. Panda B., Chandra Paul S., Mohamed N.A.N., Tay Y.W.D., Tan M.J. Measurement of Tensile Bond Strength of 3D Printed Geopolymer Mortar // Measurement. 2018. Vol. 113. P. 108–116. DOI: 10.1016/j.measurement.2017.08.051.
  36. Wolfs R.J.M., Bos F.P., Salet T.A.M. Hardened Properties of 3D Printed Concrete: The Influence of Process Parameters on Interlayer Adhesion // Cement and Concrete Research. 2019. Vol. 119. P. 132–140. DOI: 10.1016/j.cemconres.2019.02.017.
  37. Quah T.K.N., Tay Y.W.D., Lim J.H., Tan M.J., Wong T.N., Li K.H.H. Concrete 3D Printing: Process Parameters for Process Control, Monitoring and Diagnosis in Automation and Construction // Mathematics. 2023. Vol. 11, No. 6. Art. 1499. DOI: 10.3390/math11061499.
  38. Kazemian A., Yuan X., Davtalab O., Khoshnevis B. Computer Vision for Real-Time Extrusion Quality Monitoring and Control in Robotic Construction // Automation in Construction. 2019. Vol. 101. P. 92–98. DOI: 10.1016/j.autcon.2019.01.022.
  39. Lao W., Li M., Tjahjowidodo T. Improving Surface Finish Quality in Extrusion-Based 3D Concrete Printing Using Machine Learning-Based Extrudate Geometry Control // Virtual and Physical Prototyping. 2020. Vol. 15, No. 2. P. 178–193. DOI: 10.1080/17452759.2020.1713580.
  40. Ahi O., Ertunç Ö., Başaran Bundur Z., Bebek Ö. Automated Flow Rate Control of Extrusion for 3D Concrete Printing Incorporating Rheological Parameters // Automation in Construction. 2024. Vol. 160. Art. 105319. DOI: 10.1016/j.autcon.2024.105319.
  41. Zhang H., Tan Y., Hao L., Zhang S., Xiao J., Poon C.S. Intelligent Real-Time Quality Control for 3D-Printed Concrete with Near-Nozzle Secondary Mixing // Automation in Construction. 2024. Vol. 160. Art. 105325. DOI: 10.1016/j.autcon.2024.105325.
  42. Jhun J., Lee D.H., Rehman A.U., Kang S., Kim J.H. Development of a Real-Time Geometric Quality Monitoring System for Extruded Filaments of 3D Concrete Printing Construction // IEEE Access. 2024. DOI: 10.1109/ACCESS.2024.3401472.
  43. Senthilnathan S., Raphael B. Using Computer Vision for Monitoring the Quality of 3D-Printed Concrete Structures // Sustainability. 2022. Vol. 14, No. 23. Art. 15682. DOI: 10.3390/su142315682.
  44. Wolfs R., Bos D., Caron J.-F., Gerke M., Mesnil R., Buswell R., et al. On-Line and In-Line Quality Assessment across All Scale Levels of 3D Concrete Printing // Cement and Concrete Research. 2024. Vol. 185. Art. 107646. DOI: 10.1016/j.cemconres.2024.107646.
  45. Mechtcherine V., Van Tittelboom K., Kazemian A., Kreiger E., Nematollahi B., Nerella V.N., Santhanam M., De Schutter G., Van Zijl G., Lowke D., et al. A Roadmap for Quality Control of Hardening and Hardened Printed Concrete // Cement and Concrete Research. 2022. Vol. 157. Art. 106800. DOI: 10.1016/j.cemconres.2022.106800.
  46. Bos F., Menna C., Robens-Radermacher A., et al. Mechanical Properties of 3D Printed Concrete: A RILEM TC 304-ADC Interlaboratory Study — Approach and Main Results // Materials and Structures. 2025. Vol. 58. Art. 183. DOI: 10.1617/s11527-025-02686-x.
  47. Wolfs R., Versteege J., Santhanam M., et al. Mechanical Properties of 3D Printed Concrete: A RILEM TC 304-ADC Interlaboratory Study — Flexural and Tensile Strength // Materials and Structures. 2025. Vol. 58. Art. 182. DOI: 10.1617/s11527-025-02687-w.
  48. Robens-Radermacher A., Kujath C., Bos F., Mechtcherine V., Unger J.F. Mechanical Properties of 3D Printed Concrete: A RILEM TC 304-ADC Interlaboratory Study — Design and Implementation of a Database System for Querying, Sharing, and Analyzing Experimental Data // Materials and Structures. 2025. Vol. 58. Art. 184. DOI: 10.1617/s11527-025-02650-9.
  49. Wang Y., Aslani F., Dyskin A., Pasternak E. Digital Twin Applications in 3D Concrete Printing // Sustainability. 2023. Vol. 15, No. 3. Art. 2124. DOI: 10.3390/su15032124.
  50. Pučko Z., Šuman N., Rebolj D. Automated Continuous Construction Progress Monitoring Using Multiple Workplace Real-Time 3D Scans // Advanced Engineering Informatics. 2018. Vol. 38. P. 27–40. DOI: 10.1016/j.aei.2018.06.001.
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