Toelichting

Id-3b43a405-4f2d-eb11-a2f1-00155d641201


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Label (nl)Toelichting
Toelichting (nl)

Van: Schaafsma, Dick (GPO) <dick.schaafsma@rws.nl>
Verzonden: vrijdag 9 oktober 2020 11:08
Aan: 'Frank van Dooren' <frankvandooren@casema.nl>
CC: Fennis, Sonja (GPO) <sonja.fennis@rws.nl>
Onderwerp: RE: ROK

Frank,

Ten eerste,

Er bestaan een aantal redenen waarom we een RTD zoals een ROK maken:

  • Het moet een relatie hebben met Aanleg en Onderhoud
  • Er bestaat nog geen regelgeving voor, of vormt een hiaat in de bestaande regelgeving
  • De bestaande regelgeving leidt tot interpretatieverschil binnen de projecten
  • Het moet Rijkswaterstaat specifiek zijn

In dit geval bestaat er al regelgeving voor die niet alleen specifiek voor Rijkswaterstaat is.

Er bestaan alleen twijfels over binnen nationale en internationale gremia.

Waarom zouden we in dit geval vooruitlopen op de (inter)nationale regelgeving door het alvast op te nemen in de ROK?

Wat is de urgentie?

Of is het Rijkswaterstaat specifiek door in rijkswegen robuustere bruggen te bouwen dan elders?

Dick

Ad 1)

Kan ik weinig over zeggen. Ik gebruik meestal de onderstaande tabel (uit het onderzoek naar vermoeiing van asfalt) voor gangbare wielprenten. {table 2}

Bij de zwaarste band (breed 425 mm) zou de contactlengte zelfs ongeveer 55000/400 = 137,5 zijn!

Volgens mij komt de maat 250x320 nog uit de oude doos met een bandendruk van ongeveer 0,4MPa (leidt tot een wiellast van 32 kN = 1,3 x 25 kN).

(In de banden van mijn SAAB moet ik een bandendruk hebben van 0,24MPa.)

Zoals je ziet kunnen de banden drukken nu wel oplopen tot > 1 MPa! Een belangrijke reden dat veel voegen kapot worden gerekend.

Ad 2)

Uit de Nationale bijlage:

<img 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Omdat de manier waarop wij op vermoeiing rekenen heel anders is dan bij constructiestaal durf ik niet teveel te tornen aan de materiaalfactoren.

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Deze pagina is voor het laatst bewerkt op 10 jun 2021 om 11:15.