DELIVERABLE 2.8 - urban track

More documents

Recommendations

Info

2.5. AUGSBURG Figure <strong>2.8</strong> Rail profiles of the following quality D0208_STIB_M24.doc TIP5-CT-2006-031312 Page 16 of 44 URBAN TRACK Issued: August 13, 2008 Quality checked and approved by project co-ordinator André Van Leuven Ri 60, 700 N/mm² (partly head hardened). S 41, 900 N/mm². In the future only use of grooved rails with 700 N/mm². Bad experience with head hardened rails (welding is very difficult and time consuming). Build-up welding will be carried out as in Saarbrücken.
2.6. KARLSRUHE (VBK) Figure 2.9 Rail profiles of the following quality D0208_STIB_M24.doc TIP5-CT-2006-031312 Page 17 of 44 URBAN TRACK Issued: August 13, 2008 Quality checked and approved by project co-ordinator André Van Leuven S 49 / Ri 59N, 700 and 900 N/mm². Use of 900 N/mm² for test purposes in curves. Use of grooved larger groove width (Ph 37a) e.g. in turnouts (figure 2.9). At small radii there is a tendency towards grooved rails with 700 N/mm². Build-up welding will be carried out according to the local conditions as in Saarbrücken.
Page 1 and 2: DELIVERABLE 2.8 D0208_STIB_M24.doc
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 and 14: 2.3. BREMEN (BSAG) D0208_STIB_M24.d
Page 15: 2.4. SAARBAHN Figure 2.7 Rail profi
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

Create successful ePaper yourself

Delete template?

Save as template?