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vertical box section
                                                                                   wall mounting
                                                                                   bracket
                expansion joint

                                                                                  horizontal support





                 expansion joint





                       Fixed earthing terminal  Bridging braid  Bridging braid
                       Part No. 478 200  Part No. 377 115     Part No. 377 015

          Figure 5.2.2.2.1  Use of natural components – New buildings made   Figure 5.2.2.2.2  Metal substructure, conductively bridged
                    of ready-mix concrete




















          Figure 5.2.2.2.3  Earth connection of a metal   Figure 5.2.2.2.4  Down conductor installed   Figure 5.2.2.3.1  Test joint with number plate
                    façade                        along a downpipe


          ¨  Interconnected reinforcement of the structure  ¨  Façade elements, DIN rails and metal sub-struc-
             The reinforcement of existing structures cannot be used   tures of façades
            as a natural component of the down conductor unless the      These components can be used as natural down conduc-
            reinforcement is safely interconnected. Separate external   tors provided that the dimensions meet the requirements
            down conductors must be installed.           for down conductors (5.6.2 of IEC 62305-3 (EN 62305-3))
          ¨  Precast parts                               and that the thickness is at least 0.5 mm for sheet metal
            Precast parts must be designed to provide connection   and metal pipes and their conductivity in the vertical di-
            points for the reinforcement. They must have a conductive   rection meets the requirements of 5.5.3 of IEC 62305-3
            connection between all connection points. The individual   (EN 62305-3).
            components must be interconnected on site during instal-  Note: In case of prestressed concrete, the particular risk of
            lation (Figure 5.2.2.2.1).                 possible impermissible mechanical effects due to the lightning



          98  LIGHTNING PROTECTION GUIDE                             www.dehn-international.com
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