Armed Forces of the Czech Republic and Temporary Bridges

Martin Benda; Marek Hanák

doi:10.4028/www.scientific.net/KEM.755.31

Paper Titles

Preface, Committee, Sponsors

Determination of the Material Properties of Recycled Rubber for Explicit FEM Simulation
p.1

Performance of Masonry Walls Strengthened with RC Wall Jacket Subjected to Simulated Blast Loads
p.8

Numerical Simulation of Blast Effects on Fibre Grout Strengthened RC Panels
p.18

Armed Forces of the Czech Republic and Temporary Bridges
p.31

Effect of the Particle Size of Wood Dust on Ignition Temperature
p.38

Study of Porosity of Carbon Reinforced Plastic Composites Using Broadband Ultrasound Structuroscopy Techniques
p.44

The Experimental Testing of Combustible Material with the Application of Fire Retardant
p.52

Assessment of Long-Term Strength of Rocks
p.62

HomeKey Engineering MaterialsKey Engineering Materials Vol. 755Armed Forces of the Czech Republic and Temporary...

Armed Forces of the Czech Republic and Temporary Bridges

Abstract:

The article deals with the provisional bridging systems that are being used in the Czech Republic area. The main and mostly deployed bridge sets owned by one of the Czech agencies are covered. Every bridging systems is described, along with the way of construction, deployment and a list of main advantages and disadvantages. An evaluation of contemporary usability of the bridging sets is conducted at the end of the article.

You might also be interested in these eBooks

Structural and Mechanical Engineering for Security and Prevention

View Preview

Info:

Periodical:

Key Engineering Materials (Volume 755)

Pages:

31-37

DOI:

https://doi.org/10.4028/www.scientific.net/KEM.755.31

Citation:

Cite this paper

Online since:

September 2017

Authors:

Martin Benda*, Marek Hanák

Keywords:

Administration of State Material Reserves, Bridge Set, Provisional Bridging System, Temporary Bridge

Export:

RIS, BibTeX

Price:

Permissions:

Request Permissions

* - Corresponding Author

References

[1] BENDA, Martin; SOBOTKA, Jan. Construction temporary bridges after flood in 2010 – oportunity for application of Reach-Back Concept. In ICMT'11 - Proceedings of the International Conference on Military Technologies. Brno: Fakulta vojenských technologií, Univerzita obrany v Brně, 2011. ISBN 978-80-7231-787-5.

Google Scholar

[2] MAŇAS, Pavel; SOUŠEK, Radovan; BENDA, Martin a kol.: Stavba provizorních mostů ze soupravy TMS. Brno: Institut Jana Pernera, o. p. s., 2010, 120 s. ISBN 978-80-86530-74-1.

Google Scholar

[3] Směrnice pro používání mostů TMS v civilním sektoru. Praha: Pontex, s. r. o., (1992).

Google Scholar

[4] TP 220. Používání provizorních mostů TMS – technické podmínky, Praha 2010 dostupné z: http: /www. pjpk. cz/te_po. htm.

Google Scholar

[5] MAŇAS, Pavel; SOUŠEK, Radovan; BENDA, Martin a kol.: Stavba provizorních mostů ze soupravy MS. Brno: Institut Jana Pernera, o. p. s., 2010, 120 s. ISBN 978-80-86530-73-4.

Google Scholar

[6] TP 90 Používání provizorních mostů z mostové soupravy z MS v civilním sektoru +Dodatek 1. MDS ČR, odbor pozemních komunikací, vypracoval Pontex Praha, 1996, 2010. Schváleno MDS-OPK č. j. 24911/96-120 ze dne 27. 12. (1996).

Google Scholar

[7] Vítkovické, železárny. Nauka MMT. Ostrava - Vítkovice: autor neznámý, (1988).

Google Scholar

[8] ČR, Ministerstvo dopravy. TP 161 Používání provizorních mostů MMT-100. Praha: PONTEX spol. s. r. o., (2003).

Google Scholar

[9] ČR, Ministerstvo Dopravy. TP 221 Používání provizorních mostů MMS. Praha: Fakulta stavební ČVUT v Praze, (2010).

Google Scholar

[10] Bridge Manual 6 1/2 Bay DSHR2H+ Construction. Mabey Universal Bridge System. Berkshire, England: Mabey & Johnson.

Google Scholar

[11] ČR, Ministerstvo Dopravy a spojů ČR. TP 110 Používání provizorních mostů Mabey Universal. Praha: PONTEX spol. s. r. o., (1998).

Google Scholar