DBV-Guide to Good Practice. Steel Fibre Concrete. Edition October Original version: “DBV-Merkblatt Stahlfaserbeton” (German). Editor: German Society. DBV-Merkblatt Industrieböden, Stahlfaserbeton Guide to Good Practice – Steel Fibre Reinforced Industrial Concrete Floors – Special Features of the. DBV-Merkblatt Bemessungsgrundlagen für Stahlfaserbeton im Tunnelbau. Front Cover. Deutscher Beton-Verein. DBV, – 23 pages.

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Steel-fibre-reinforced segmental linings: State-of-the-art and completed projects

Allow this favorite library to be seen by others Keep this dbv-merkblattt library private. Citations are based on reference standards. The amount of fibres need to be declared to abtain these performances. Merkblatt Technologie des Stahlfaserbetons und Stahlfaserspritzbetons. However, formatting rules can vary widely between stahlfaxerbeton and fields of interest or study.

Find a copy in the library Finding libraries that hold this item Please re-enter recipient e-mail address es. When you use this website, you accept the use of cookies. Extremely demanding durability requirements were defined in the invitation to tender for this project. The forces to be absorbed by the support segmental lining rings are therefore lower in the case of ductile systems.

DBV-Merkblätter Faserbeton (Book, ) []

Remember me on this computer. The various problems associated with steel fibres such as e.


The flexural tensile strength determined after cracking is used as a characteristic value on the material-resistance side for dimensioning of segmental-lining elements. The higher the moments occurring, the greater the necessary degree of reinforcement. The steel-fibre-reinforced concrete lining segments are being used as temporary support for the station bores for a service period of three years.

Performance at low beam deflection is used for analyses in serviceability limit state.

Early application of dbv-meekblatt initial support, combined with the strength of steel-fibre-reinforced concrete at young age, reduces ground disintegration phenomena and, as a corollary, also overburden pressure, achieving a significantly better stress state. The E-mail message field is required. In Germany, a These segments are installed as support behind the shield machine and produce a closed annular ring which, in the case of single-shell lining, is also not further supplemented.

The drafting of the concrete recipe was a real concrete technology challenge, since it was necessary to meet both elevated durability requirements and to counteract the aggressiveness of the groundwater in the geology.

The replacement of conventional reinforcement by steel fibres also assures cost-savings potentials for stahlfaserbegon work production, storage and installation of the reinforcement cages and enhances flexibility in case, for example, of project modifications. Please enter the message. There are two different systems for certification of conformity: Please choose whether or not you want other users to be able to see on your profile that this library is a favorite of yours.


Interest in the use of steel-fibre-reinforced concrete in tunnel construction is rising as a result of the flexibility which the use of this material permits and the cost-savings achieved compared to the use of conventional reinforced-concrete solutions. Course reserves Setting up a course reserve Form for setting up dbv-mrrkblatt course reserve. Enhancement of cross-sectional load-bearing capacity Steel-fibre-reinforced concrete in cracked condition remains capable of transferring Loadings and taking up forces.

Deutscher Beton- und Bautechnik-Verein e. The bending stresses occurring are generally low. Regrettably, indication of ddbv-merkblatt fee is not available. Unlike the situation with non-reinforced concrete mathematical assumption of tensile forces not allowablethis results in a significant increase in load-bearing capacity in structures exposed to bending requirements with normal forces. Reading desks and facilities Computer workstations Printing — photocopying — scanning Wireless LAN Interactive whiteboards Study cubicles Workstation for the blind and visually impaired.

The problems of spalling at edges and corners, otherwise frequently encountered on individual segments, were satisfactorily suppressed. The test procedure utilising statically determinate test beams provides a method suitable for conversion of the results to a design for cross-sectional capacity in the various states of construction, or for the M-N interaction diagram, for instance.