Dokument 1.pdf - ELBA: Das elektronische BASt-Archiv - hbz
Dokument 1.pdf - ELBA: Das elektronische BASt-Archiv - hbz
Dokument 1.pdf - ELBA: Das elektronische BASt-Archiv - hbz
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6<br />
heavy trucks and if the accident situation should be<br />
unfavourable. This is why the <strong>BASt</strong> has cooperated<br />
with the BMVBS in order to carry out tests with the<br />
aim of providing protective devices which are also<br />
able to prevent very heavy trucks from falling from<br />
bridges. The essential aspects here were the<br />
stipulation of technical boundary conditions for the<br />
development of protective devices by the industry<br />
and the development of suitable test procedures<br />
which are suitable for ensuring the usability on<br />
German bridge structures.<br />
In the scope of this project, it was possible to prove<br />
in collision tests for the first time that protective<br />
devices which achieved the highest containment<br />
level as defined in DIN EN 1317 for very heavy<br />
trucks can be installed on bridge structures in<br />
Germany without there being any need to fear<br />
unacceptable damage being caused to the bridge<br />
domes. It was also possible to measure the forces<br />
which act on the structure in the event of a collision<br />
occurring.<br />
It is the case that a collision test is only an individual<br />
result but these measurements show the extent of<br />
the actions that are applied during the collision<br />
process. The measured values served as the basis<br />
for the making of a recommendation for the<br />
determination of the actions (forces and moments)<br />
which is necessary if protective devices with a very<br />
high containment capacity are to be installed on the<br />
structure. The exact values of the determined action<br />
variables have specific validity for the tested<br />
protective device. The value variables can therefore<br />
be transferred to other protective devices which<br />
have a very high containment capacity rate on<br />
bridges. The recommendation provides for actions<br />
which are around 3-4 times higher than the current<br />
load base specified in DIN technical report 101<br />
“Actions”.