Improving of the Working Body’s Screws Joining Elements Digging-Filling Piles

  • Authors

    • A F. Gasimov
    • R R. Barkhalov
    2018-06-20
    https://doi.org/10.14419/ijet.v7i3.2.14388
  • pile, ground, shaft-wedge, screw, reducer, well, connecting element, keysing pipes.
  • Extraction piles are widely used in the construction of industrial and civil buildings in poor, sloping slopes in the construction sector. Two methods are used in the placement of filling piles. First, the shingle-bell method is usually applied on the ground that does not explode. The latter is used primarily in avalanche and flowing grass, as well as in pressure and non-pressure aqueous soils. The parts of the body of the working body are coupled together with the help of couplings. These couplings work for both torsion and twisting. As a result of the gravity force of the large-diameter and deep wells connected to the reducer, the joining element of the couplings is bent. During disassembly, the connecting element is removed and can not be separated from the snap. This problem has once again been confirmed at meetings with producers participating in the BAUMA 2013 exhibition in Munich, Germany. In order to solve this problem it is planned to use the keysing pipe combination.

     

     

  • References

    1. [1] Badin G.M, Sychev S.A, Modern technologies of building and reconstruction of buildings, Design, Publishing House BHV-Petersburg, 2013.- 288 p

      [2] Sokolov G.K. Technology and organization of construction: a textbook for stud. Wednesdays, prof. Education / - 5 th ed., Rev. - Moscow: Publishing Center "Academy", 2008. – 528 p

      [3] Verstov, V.V. Technology of piling foundations: Textbook. allowance / SPbGASU - St. Petersburg, 2010. - 180 p.

      [4] Korobko B. (2016), Investigation of energy consumption in the course of plastering machine’s work, Eastern-European Journal of Enterprise Technologies, 4/8 (82), 4 – 11. DOI: 10.15587/1729-4061.2016.73336.

      [5] Fleming K. Piling Engineering / K. Fleming, A. Weltman, M. Randolph, K. Elson. – London and New York: Taylor and Francis. – 2008. – 398 p.

      [6] Chau K. Numerical Methods / K. Chau // Proc. of the 18th Intern. Conf. on Soil Mechanics and Geotechnical Engineering. – Paris. – 2013. – P. 647 – 654.

      [7] Zotsenko M. L. BurovI GruntotsementnI palI, yakI vigotovlyayutsya za burozmIshuvalnim metodom / M. L. Zotsenko, Yu. L. Vinnikov, V. M. Zotsenko. – H. : «Madrid», 2016. – 94 s.

      [8] Zotsenco, M. L. (2011). Soil-cement basement and foundation. Building constructions, №75, v. 1, 447 – 457

      [9] Petrash, A. V. (2013). Insurance of effective service of underground structures of engineering installations which made of soil-cement. Сollection of scientific papers. Series: sector machinery construction, building, №4 (34), v.2, 178 – 183.

      [10] Zotsenco, M. L., Korshunov, M. O., Petrash, R. V., Petrash, S. S. (2007). Economy of energy resource by using soil-cement piles as foundation of buildings and constructions. Economy and region: scientific reporter, №2 (13), 51 – 54.

  • Downloads

  • How to Cite

    F. Gasimov, A., & R. Barkhalov, R. (2018). Improving of the Working Body’s Screws Joining Elements Digging-Filling Piles. International Journal of Engineering & Technology, 7(3.2), 128-130. https://doi.org/10.14419/ijet.v7i3.2.14388