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An improvement of a hydraulic self-climbing formwork

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Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
Nowadays, self-climbing formworks are commonly used in the construction of concrete buildings with a great height, such as high-rise buildings, silos, and bridge piers. A regular formwork can be improved to have more functions, e.g., the formwork itself can climb to the desired construction site. Climbing characteristics of the formwork as well as opening and closing characteristics of the formwork shell are essential criteria for evaluating the performance of a self-climbing formwork. The effective ones were mentioned in different studies, where most of them were published in patents of countries, e.g., the United States and China. Dissimilar from these studies, this paper presents several improvements for some certain groups to enhance the features of a hydraulic self-climbing formwork. Based on the analysis of the composition and the working principle of the actual climbing formwork types, a new opening and closing method of the formwork shells and a new rail clamping device are suggested. They are applied to design a self-climbing formwork with the shell’s working size of 4 m × 3 m. Their load capacity, as well as the flatness of the concrete surface after casting, are assessed. The proposed solutions can result in various advantages, e.g., the shorter initial alignment time, the increase of the quality concrete surface, and the maximal automation for construction operations.
Rocznik
Strony
495--507
Opis fizyczny
Bibliogr. 16 poz., rys., wykr.
Twórcy
  • Faculty of Construction Mechanical Engineering, National University of Civil Engineering, Hanoi, Vietnam
  • Faculty of Construction Mechanical Engineering, National University of Civil Engineering, Hanoi, Vietnam
  • Lilama 69-1 JSC, Bac Ninh, Vietnam
Bibliografia
  • [1] Doka GmbH. https://www.doka.com/en/references/asia/burjkhalifa, 2018.
  • [2] Task Group 10.2, Formwork and falsework for heavy construction. International Federation for Structural Concrete (fib), Lausanne, Switzerland, 2009.
  • [3] C.A. Graubner, E. Boska, C. Motzko, T. Proske, and F. Dehn. Formwork pressure induced by highly flowable concretes – design approach and transfer into practice. Structural Concrete, 13:51–60, 2012. doi: 10.1002/suco.201100012.
  • [4] I. Puente, A. Santilli, and A. Lopez. Lateral pressure over formwork on large dimension concrete blocks. Engineering Structures, 32(1):195–206, 2010. doi: 10.1016/j.engstruct.2009.09.006.
  • [5] M. Arslan, O. Şimşek, and S. Subaşi. Effects of formwork surface materials on concrete lateral pressure. Construction and Building Materials, 19(4):319–325, 2005. doi: 10.1016/j.conbuildmat.2004.07.007.
  • [6] M.R. Kannan and M.H. Santhi. Constructability assessment of climbing formwork systems using building information modeling. Procedia Engineering, 64:1129–1138, 2013. doi: 10.1016/j.proeng.2013.09.191.
  • [7] X. Liu, Y. Hu, D. Chen, and L. Wang. Safety control of hydraulic self-climbing formwork in south tower construction of Taizhou Bridge. Procedia Engineering, 45:248–252, 2012. doi: 10.1016/j.proeng.2012.08.152.
  • [8] J.P. Li, J. Ruan, P. Tan, and X.J. Wang. Simulation analysis and structure optimization of steel structure climbing formwork with material properties used in the large angle leaning bridge tower. In Applied Mechanics and Materials, 540:201–204, 2014. doi: 10.4028/www.scientific.net/AMM.540.201.
  • [9] S. Hu and J. Li. Analysis of dynamic characteristics of climbing formwork under wind loads. E3S Web of Conferences 79:01016, 2019. doi: 10.1051/e3sconf/20197901016.
  • [10] T.J. Waldschmitt and R. Pauley. Wall climbing form hoist. Patent No. US 6557817 B2, 2003.
  • [11] A. Schwoerer. Method for implementing a rail-guided self-climbing formwork system with climbing rail extension pieces. Patent No. US8673189B2, 2014.
  • [12] M. Jentsch. Adjustable formwork climber. Patent No. US 2013/0020732 A1, 2013.
  • [13] FEM 1.001, Rules for the Design of Hoisting Appliances. European Material Handling Federation, 1998.
  • [14] BS EN 12811-1:2003, Temporary works equipment – Part 1: Scaffolds – Performance requirements and general design. British Standard, 2003.
  • [15] DIN 18202:2013-04, Toleranzen im Hochbau – Bauwerke, Normenausschuss Bauwesen im DIN. Germany, 2013.
  • [16] ACI 117M-10, Specification for Tolerances for Concrete Construction and Materials and Commentary. ACI Committee 117, USA, 2010.
Uwagi
Opracowanie rekordu ze środków MNiSW, umowa Nr 461252 w ramach programu "Społeczna odpowiedzialność nauki" - moduł: Popularyzacja nauki i promocja sportu (2020).
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-8fa53608-c8a9-46f9-8af2-94c93ab69d73
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