Szczegóły

Tytuł artykułu

An improvement of a hydraulic self-climbing formwork

Tytuł czasopisma

Archive of Mechanical Engineering

Rocznik

2019

Wolumin

vol. 66

Numer

No 4

Afiliacje

Nguyen, Van Tinh : Faculty of Construction Mechanical Engineering, National University of Civil Engineering, Hanoi, Vietnam. ; Nguyen, Kiem Anh : Faculty of Construction Mechanical Engineering, National University of Civil Engineering, Hanoi, Vietnam. ; Nguyen, Van Linh : Lilama 69-1 JSC, Bac Ninh, Vietnam.

Autorzy

Słowa kluczowe

climbing formwork ; self-climbing formwork ; hydraulic self-climbing formwork

Wydział PAN

Nauki Techniczne

Zakres

495-507

Wydawca

Polish Academy of Sciences, Committee on Machine Building

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. Simsek, and S. Subasi. 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. 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.

Data

07.12.2019

Typ

Artykuły / Articles

Identyfikator

DOI: 10.24425/ame.2019.131419 ; ISSN 0004-0738, e-ISSN 2300-1895

Źródło

Archive of Mechanical Engineering; 2019; vol. 66; No 4; 495-507
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