The Effect of the Crane Load on the Floor Slab Made Using a 3D Printer

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Дәйексөз келтіру

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Аннотация

The possibility of installing a floor slab made using additive technologies by layer-by-layer printing by a crane in the design position is being studied. According to the design, this plate consists of an outer and an inner layer, which are connected by an undulating inner element. The floor slab measuring 4.85 meters is planned to be manufactured on the ground in a vertical position, then the structure is transferred to a horizontal position by a crane and mounted in the design position. For this design, the finite element method is used to calculate 3 cases for the action of a crane load. The calculation results showed that when the structure is rearranged in a vertical position, the probability of tearing off the sling loops is high. When the structure is rotated from a vertical position to a horizontal position, cracks opening of more than 0.5 mm are observed in uncovered areas. When lifting the plate in a horizontal position by a crane and installing it in the design position, there is a multiple crack opening of more than 0.5 mm. Based on the calculation results, it was concluded that printing large floor slabs in a vertical position is not advisable, since during subsequent installation the structure receives multiple cracks and is not suitable for overlapping a residential building.

Толық мәтін

Рұқсат жабық

Авторлар туралы

A. Dmitriev

Tyumen Industrial University

Хат алмасуға жауапты Автор.
Email: dmitrievav@tyuiu.ru

Candidate of Sciences (Engineering)

Ресей, 38, Volodarskogo Street, Tyumen, 625000

I. Razov

Tyumen Industrial University

Email: dmitrievav@tyuiu.ru

Candidate of Sciences (Engineering)

Ресей, 38, Volodarskogo Street, Tyumen, 625000

Әдебиет тізімі

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  3. Luneva D.A. Kojevnikova E.O., Kaloshina S.V. Application of 3D printing in construction and prospects for its development. Vestnik of the Perm National Research Polytechnic University. Construction and architecture. 2017. No. 8 (1), pp. 90–101. (In Russian). doi: 10.15593/2224-9826/2017.1.08
  4. Maitenaz S., Charrier M., Mesnil R., Onfroy P., Metge N., Feraille A., Caron J.-F. Fabrication of a truss-like beam casted with 3D printed clay moulds. 2021. doi: 10.22260/ISARC2021/0096
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  7. Ko M. Memari A., Duarte J., Nazarian Sh., Asghrafi N., Craveiro F., Bilén S. Preliminary structural testing of a 3D printed small concrete beam and finite element modeling of a dome structure. 2018.
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Әрекет
1. JATS XML
2. Fig. 1.

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3. Fig. 2. The results of the calculation of the selection of fittings in the Lira PC: a – lower reinforcement along the X-axis; b – upper reinforcement along the X-axis

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4. Fig. 3. A fragment of a given reinforcement in an enlarged overlap block

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5. Fig. 4. Input of the specified reinforcement in the enlarged block

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6. Fig. 5. The results of the verification calculation of the specified reinforcement for the enlarged block when transferring the structure by crane

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7. Fig. 6. The results of the verification calculation of the specified reinforcement for the enlarged block when the structure is rotated by 45о

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8. Fig. 7. Calculation results for crack opening for a given reinforcement for an enlarged block when the structure is rotated by 45о

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9. Fig. 8. Calculation results for crack opening for a given reinforcement for an enlarged block when the structure is rotated by 60о

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10. Fig. 9. The results of the verification calculation of the specified reinforcement for the enlarged block when transferring the structure by crane

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11. Fig. 10. Calculation results for crack opening for a given reinforcement of a given reinforcement for an enlarged block when transferring the structure by crane

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