1 / 27

Dipl.-Ing. Wolfgang Prahl PRAHL LICHTTECHNIK GmbH PL Kätnerweg 13 b D-22393 Hamburg

STREETLIGHTING MAIN ASPECTS OF PROJECTING, BUILDING AND OPERATION MAINTENANCE. Dipl.-Ing. Wolfgang Prahl PRAHL LICHTTECHNIK GmbH PL Kätnerweg 13 b D-22393 Hamburg Tel: +49 40 640 32 76 Fax: +49 40 637 08 641 E-Mail: licht@wwwprahl.de http: //www.licht.wwwprahl.de. Maintenance?.

kevork
Download Presentation

Dipl.-Ing. Wolfgang Prahl PRAHL LICHTTECHNIK GmbH PL Kätnerweg 13 b D-22393 Hamburg

An Image/Link below is provided (as is) to download presentation Download Policy: Content on the Website is provided to you AS IS for your information and personal use and may not be sold / licensed / shared on other websites without getting consent from its author. Content is provided to you AS IS for your information and personal use only. Download presentation by click this link. While downloading, if for some reason you are not able to download a presentation, the publisher may have deleted the file from their server. During download, if you can't get a presentation, the file might be deleted by the publisher.

E N D

Presentation Transcript

  1. STREETLIGHTING MAIN ASPECTS OF PROJECTING, BUILDING AND OPERATION MAINTENANCE Dipl.-Ing. Wolfgang Prahl PRAHL LICHTTECHNIK GmbH PL Kätnerweg 13 b D-22393 Hamburg Tel: +49 40 640 32 76 Fax: +49 40 637 08 641 E-Mail: licht@wwwprahl.de http: //www.licht.wwwprahl.de

  2. Maintenance? New Orleans before (!) the hurricane

  3. Decrease of Illuminance

  4. Lamp replacement in Germany: lamp replacement costs from 30,- € to 100,- € / light point Lamp replacement after 4 years instead of 3 years : cost reduction ~ 25 %

  5. Lifetime of fluorescent lamps 1 T8 (26mm fluorescent lamps ) F4Y Luminous flux: F4Y36W/840 3200 lm F4Y58W/840 5000 lm For conventional ballast / 50Hz Lifetime: average lifetime > 24.000 hrs 5% failure after 16.000 hrs Lamp specially developed for conventioal ballast / low loss ballast, but also operation with electronic ballast possible

  6. Lifetime of fluorescent lamps 2

  7. Lamp replacement in groups In outdoor lighting plants lamp replacement in groups is more cost effective than single replacement Lamp replacement in groups increases the security of the lighting plant and reduces the rate of disturbances, because the mean age of the lamps is reduced The rate of premature failure of lamps must be as low as possible to reduce the expensive single lamp replacement and to prolong the group replacement intervalls Costs: Lamp + Personnel Optimum group replacement interval: After 5 – 12 % premature failure acc. to cost structure of energy provider, but not more than 4 years Source: Philips lighting Time

  8. Security of street lighting plants With respect to the security of streetlighting plants are to be taken into account: lighting engineering aspects building aspects electrotechnical aspects during projecting, building and operation (maintenance) Source: VDN

  9. Security of street lighting plants DIN VDE 0100-410Schutzmaßnahmen; Schutz gegen elektrischen Schlag DIN VDE 0100-300 Netzsysteme DIN VDE 0100-714 Beleuchtungsanlagen im Freien DIN VDE 0100-610Erstprüfungen DIN VDE 0105Betrieb von Starkstromanlagen BGV A2 (früher VBG 4)Unfallverhütungsvorschriften Quelle: VDN

  10. Security of street lighting plants Source: VDEW

  11. Inspection of lighting plant Inspection of plant (BGV A2 §5) Test intervall 4 years Luminaire • electrical test • mechanical test Visual control of components of light point Pole Surface conditions, corrosion, tears, (eventually knocking off with a geological hammer, and hammer blow examination) Test of partial components for tightness Documentation Foundation Arrange of test or repair measures Quelle: VDN

  12. Inspection of lighting poles restrisk, wrong diagnosis,experience Hammer blow test Mechanical bending methodBending moment with pressure or traction powers in accordance with construction dependent test method Service company (Germany - HMH Prüftechnik - REI-LUX Prüf-Messtechnik - Roch Prüfdienste GmbH Measurement of wall thicknessMeasurement of corrosive wall erosion of surfaces inside and outside Service company (Germany) - ZWP Anlagenrevision GmbH Ultraschall-Prüfsysteme Quelle: VDN

  13. Stability test of lighting poles Process of aging mechanical Corrosion Factors Factors Material treatment - Form of pole Maintenance measures - Coating Pole loads - Luminaires - additional loads - advertising posts Material properties - Quality - Galvanization - Steel cover Choice method for pole stability test Wind gusts - Pole vibrations Pole position - ambient influences - ground properties Vehicle traffic - Pressure - Vibrations Damaged poles (accidents) Straightened poles Quelle: VDN

  14. Stability test of lighting poles: Results, examples 1 Mechanic overload:Deformation in door area Quelle: VDN

  15. Stability test of lighting poles: Results, examples 2 Mechanical aging: Tears in door area Mechanical aging: Rust at lower door area Quelle: VDN

  16. Stability test for lighting poles: HMH - method 1 Quelle: VDN

  17. Stability test of lighting poles: HMH – Methode 2 Data base for streetlighting – HMH-operator Calculation of wind load acc. to DIN EN 40 in dependence of pole type and lamping Pole is loaded by testing arms and precision hydraulic at a height of 2,10 m with calculated test load (push test) Performance of pull test analogue to push test Evaluation of test results If test results greater than 1,5fold DIN value, stability guarantee for 5 years Documentation Quelle: VDN

  18. Stability test for lighting poles: REI – LUX method 1 Pole-Laser 3D-Camera Ground-Laser Quelle: VDN

  19. Stability test of lighting poles: REI - LUX method 2 Fixing belt of test gear is fixed at the pole near the ground 3D-Camera is fixed to the pole at aheight of 2 m Fixing of ground laser (0,2 m) and pole laser (2 m) at the pole Evaluation of heigt of light point with laser distance meter Input of pole data into REI-LUX software Directing of lasers to Camera Evaluation of wind load, pole is loaded with test load at a height of 1,2 m – 2 m above ground - when calculated value acc. to EN 40 is achieved - when elastic deformation starts - Exceed of vertical programmable value Finishing the test Disengagement of pole System analysis and ealuation of results, control of measurement data Documentation Quelle: VDN

  20. Stability test for lighting poles: Roch - method 1 Quelle: VDN

  21. Stability test of lighting poles: Roch method 2 Positioning of test gear Calculation of wind load under consideration of technical parameters Application of test load (1,5fold of wind load) at a height of 1.5m to 12m Stability test acc. to den requirements of DIN 18800 with respect to: material properties / foundation / bearing 4 push / pull tests to secure the measurement of the total pole section, door opening, welding seams, flang and foundation Test report as protocol data of results with sytemanalysis and documentation of light pole data GPS based positioning and documentation in digital maps Liability and guarantee for 5 years Quelle: VDN

  22. Stability test for lighting poles: ZWP - method 1 stepping motor Testing head Quelle: VDN

  23. Stability test of lighting poles. ZWP method 2 Mounting of ultrasonic unit at pole After scanning are results available After evaluation the situation of the poles is known Evaluation of rest lifetime based on rules of DIN EN 40 by EDUSTA software Guarantee of lifetime Technical documentation of parameters of test performance and test results Test method is non destructive Quelle: VDN

  24. Stability test for lighting poles: EMUS - method 1 Motion direction of testing head Toothed belt Manipuilator Ultrasonic test head Ultrasonic wave Motion direction of testing head Testing area Testing device, schematic Testing method, schematic Quelle: VDN

  25. Stability test for lighting poles: EMUS - method 2 Pole door damaged Pole o.K. Quelle: VDN

  26. Stability test of lighting poles: Test protocol _--------------------------------------Erdeintritt Quelle: VDN

  27. Stability test of lighting poles: Pole with visible corrosion Quelle: VDN

More Related