| 摘要 |
The profiled beams (3, 31) forming the crash barrier (1) are joined together using tensile devices (4) formed by a number of wires, bands or the like. The tensile device is received by a channel (5) located inside the beam and extending in the beam length direction. At least some of the beams resting on the ground (6) are used to anchor the tensile devices into position. The crash barrier is formed by a row of profiled beams made from sheet steel, concrete or a similar casting material. An Independent claim is also included for the apparatus used to carry out this method. |
