FIELD: construction.
SUBSTANCE: structure of the reinforced concrete pile includes a solid section shaft. On the side of the head the outlets of the reinforced bars are provided. On the opposite end of the end of the pile shaft, grooves are made for the length of the outlets of the reinforced bars. The ends of the pile are strictly perpendicular to the longitudinal axis of the pile. The method of submersion of reinforced concrete pressing piles includes loading the pile into the working body of the pressing plant, vertical installation of the pile, clamping in the clamping mechanism, submersion of the pile down to the target depth, final pressing of the pile. The final pile pressing is carried out according to the pile field pattern with the pile, installed on the pile in the clamping box.
EFFECT: reduction of pile submersion time.
2 cl, 1 dwg
| Title | Year | Author | Number |
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|
SU1596021A1 |
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|
RU2686739C1 |
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|
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| REINFORCED CONCRETE PILE | 0 |
|
SU583239A1 |
| PRECAST PILE WITH WIDENING | 2016 |
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| REINFORCED CONCRETE DIAMOND-SHAPED PILE-COLUMN OF INCREASED CARRYING CAPACITY | 2018 |
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|
RU2717297C1 |
