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The problem of scaffolds failures during the construction of new viaduct over highway

Treść / Zawartość
Identyfikatory
Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
The paper presents cases of failures of steel scaffoldings damaged by vehicle strikes during the construction of new viaducts over the upgraded A-18 Highway in Poland. After several vehicle strikes into the scaffold structures, their damaged components were no longer serviceable (considering the safety of the construction works being carried out). This put the contractor to additional expenses connected with the replacement of the damaged scaffolding. The causes and consequences of the failures are given, and the necessary solutions adopted in the considered cases (whereby the traffic situation significantly improved) are described. Moreover, it is proposed to increase the minimum vertical clearance required during the building or repairs of bridge structures.
Rocznik
Tom
Strony
53--62
Opis fizyczny
Bibliogr. 25 poz., rys.
Twórcy
  • Building Design Investments BPI EUROKAD, Kamienna Góra, Poland
autor
  • International University of Logistic and Transport, Wrocław, Poland
autor
  • Opole University of Technology, Faculty of Civil Engineering and Architecture, Opole, Poland
Bibliografia
  • [1] Barzykowski, W., Derecki, J., Feder, A., Jaczewski, L., Jarominiak, A., Pierożyński, M.: Bridge Construction Mechanization, Wydawnictwa Komunikacji i Łączności (WKiL), Warsaw, Poland, 1971 (in Polish).
  • [2] Catalogue, EngelhardRöRo L and H20 Types Scaffolds, 1998-2008 (in Polish).
  • [3] Construction Equipment, Bridge Formworks, Magazyn Autostrady, Special edition, 37 (2006) (in Polish).
  • [4] Flaga, K.: Technical-Construction Expert Opinion on Causes of Collapse of Viaduct on Skoczów-Cieszyn National Road S-1 in Ogrodzona, Typescript, Cracow, Poland, 2003 Aug. (in Polish).
  • [5] Flaga, K.: Reflections on Collapse of Viaduct in Ogrodzona, 22nd Scientific-Technical Conference on Structural Failures, Prevention-Diagnostics-Repairs-Reconstruction, Szczecin-Międzyzdroje, Poland, 2005, May 17-20, 53-66 (in Polish).
  • [6] Furtak, K., Wołowicki, W.: Bridge Scaffolds, Wydawnictwa Komunikacji i Łączności (WKiL), Warsaw, Poland, 2005 (in Polish).
  • [7] Głomb, J.: Technology of Building Concrete Bridges, Wydawnictwa Komunikacji i Łączności (WKiL), Warsaw, Poland, 1982 (in Polish).
  • [8] Hołowaty, J.: Case of Damage to Bridge Scaffold Support Caused by Vehicle Strike during Concreting of Spans, 21st Scientific-Technical Conference on Structural Failures, Prevention-Diagnostics-Repairs-Reconstruction, Szczecin-Międzyzdroje, Poland, 2003, May 20-23, 567-572 (in Polish).
  • [9] Hołowaty, J.: Scaffold Structures for Building Overpasses Providing Access to Bridge Crossing Over Regalica River in Szczecin, IV All-Polish Bridge Engineers Conference on Bridge Structure and Accessories, Wisła, Poland, 2005, Oct. 12-14, 63-70 (in Polish).
  • [10] Kałuziński, D., Mańko, Z.: Designs of Viaducts WD-14 – WD-19, MOSTAR Scientific-Research Centre for Bridge Construction Development, Wrocław, Poland 2005 (in Polish).
  • [11] Kałuzinski, D., Mańko, Z.: Designs of Formwork for Viaducts WD-14, WD-15, WD-16, WD-17, WD-18, WD-19., MOSTAR Scientific-Research Centre for Bridge Construction Development, Wrocław, Poland, 2005 (in Polish).
  • [12] Kałuzinski, D., Mańko, Z.: EngelhardRöRo Scaffolds, Magazyn Autostrady, Special Edition, Part I, 10 (2006), 40-48, and Part II, 12 (2006), 84-89 (in Polish).
  • [13] Kałuziński, D., Mańko, Z.: Damage to Scaffolds during Construction of New Viaduct over A-18 Highway, 23rd Scientific-Technical Conference on Structural Failures, Prevention-Diagnostics-Repairs-Reconstruction, Szczecin-Międzyzdroje, Poland, 2007, May 23-26, 895-902 (in Polish).
  • [14] Kałuziński, D., Mańko, Z.: Damage to Scaffolds during Construction of New Viaduct over A-18 Highway, Magazyn Aurostrady, (2018) (in Polish) (in print).
  • [15] Ministry Technical Requirements. Minister of Transport and Marine Economy Order of 2 March 1999 concerning “Technical Requirements which Public Roads and their Location Should Meet”., Law Gazette (Dz.U.), 43, 430 (1999) (in Polish).
  • [16] Ministry Technical Requirements. Minister of Transport and Marine Economy Order of 30 May 2000 concerning “Technical Requirements which Road Structures and their Location Should Meet”., Law Gazette (Dz.U.), 63, 735 (2000) (in Polish).
  • [17] PN-85/S-10030 (1985), Bridge Structures. Loads., the Polish Bridge Load Standard (in Polish).
  • [18] PN-M-47900-3 (1996), Standing Working Metal Scaffold. Frame Scaffolds (in Polish).
  • [19] PN-M-48090 (1996), Steel Scaffolds Made From Folding Components for Bridge Construction (in Polish).
  • [20] PN-M-47900-1 (1996), Standing Working Metal Scaffold. Definition. Division and Main Parameters (in Polish).
  • [21] Rowiński, L.: Working and Load-Bearing Scaffolds, Polskie Centrum Budownictwa (PCB), Warsaw, Poland, 2001 (in Polish).
  • [22] Rymsza, J.: On Causes of Collapse during Construction of Viaduct over Dual Carriageway S-1 on Skoczów-Cieszyn Section, Inżynieria i Budownictwo, LX, 3 (2004), 140-143 (in Polish).
  • [23] Technical Guide, Scaffolds. Formworks., 2005 (in Polish).
  • [24] Wolf, M.:, “Bridge Scaffolds and Formworks,” Wydawnictwa Komunikacji i Lacznosci (WKiL), Warsaw, Poland, 1964 (in Polish).
  • [25] Working Designs, Modernization of National Road No. 18 along Section: Olszyna Interchange-Golnice Interchange, Section 3. Road Structures WD-14, WD-15, WD-16, WD-17, WD-18, WD-19., TRANSPROJEKT – WARSZAWA Roads & Bridges Design-Research Office, Warsaw, Poland, 2003 (in Polish).
Uwagi
PL
Opracowanie rekordu w ramach umowy 509/P-DUN/2018 ze środków MNiSW przeznaczonych na działalność upowszechniającą naukę (2018).
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-dd6a6c47-1e9d-4005-8770-cb9e591bd1f2
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