DELIVERABLE 2.8 - urban track

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Figure 2.6 D0208_STIB_M24.doc TIP5-CT-2006-031312 Page 14 of 44 URBAN TRACK Issued: August 13, 2008 Quality checked and approved by project co-ordinator André Van Leuven
2.4. SAARBAHN Figure 2.7 Rail profiles of the following quality Ph37a / Ri59N, 700 N/mm². S49 900 N/mm². No use of head hardened rails. D0208_STIB_M24.doc TIP5-CT-2006-031312 Page 15 of 44 URBAN TRACK Issued: August 13, 2008 Quality checked and approved by project co-ordinator André Van Leuven No pre-emptive build-up welding before installation Lifetime of build-up welding In curves depending on the radii and the allowed speed. In tight curves ca. 3-4 years.
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Page 3 and 4: D0208_STIB_M24.doc TIP5-CT-2006-031
Page 5 and 6: 0.6. CONCLUSIONS D0208_STIB_M24.doc
Page 11 and 12: Figure 2.3 Figure 2.4 Lateral widen
Page 13: 2.3. BREMEN (BSAG) D0208_STIB_M24.d
Page 17 and 18: 2.6. KARLSRUHE (VBK) Figure 2.9 Rai
Page 19 and 20: Figure 2.11 Figure 2.12 Test of dif
Page 21 and 22: 2.9. NEW DEVELOPMENTS D0208_STIB_M2
Page 23 and 24: 3. THE VIENNESE CURVE 3.1. INTRODUC
Page 27 and 28: Figure 3.3 D0208_STIB_M24.doc TIP5-
Page 29 and 30: Figure 3.5 D0208_STIB_M24.doc TIP5-
Page 31 and 32: Figure 3.6 Figure 3.7 Bezogene Übe
Page 33 and 34: 3.3. IMPLEMENTATION Figure 3.9 Figu
Page 35 and 36: Figure 3.14 Figure 3.15 D0208_STIB_
Page 37 and 38: Figure 3.16 D0208_STIB_M24.doc TIP5
Page 41 and 42: Figure 3.19 D0208_STIB_M24.doc TIP5

DELIVERABLE 2.8 - urban track

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