Dalbro over Ådal 66 HERNING ÅRHUS, 6615 BORDING - FUNDER

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1 BYGGHERRE: Vejdirektoratet Anlægsområde Dalbro over Ådal 66 HERNING ÅRHUS, 6615 BORDING - FUNDER Presentation Dalbro over Ådal 1

2 Dansk Brodag 2010 Dalbro over Ådal 66 HERNING ÅRHUS, 6615 BORDING - FUNDER Presentation by MSc.Thomas Kahl Head of Bridge Competence Center, München DYWIDAG BAU GmbH Odense, den Presentation Dalbro over Ådal 2

3 Schedule - STRABAG organisation - Funder Valley bridge - Technical highlights 1. variable vertical alignment of the bridge superstructure 2. variable horizontal alignment of the bridge superstructure 3. Temporary structure to cross the 85m No-Go area at the Funder stream Presentation Dalbro over Ådal 3

4 ZÜBLIN MINORITY INTERESTS STRABAG Group Structure 42,7 % GERMANY 34 % SHAREHOLDER % 88 % 57,3 % GERMANY OTHER COUNTRIES BUILDING CONSTRUCTION & ROAD CONSTRUCTION SERVICES STRUCTURAL ENGINEERING CORE BRANDS OPERATIONAL BUSINESS SERVICE COMPANIES Presentation Dalbro over Ådal 4

5 Turnover STRABAG SE in Countries (in Mio ) Europe Middle east other countries total Employees STRABAG SE in Countries Europe Middle east other countries total Presentation Dalbro over Ådal 5

6 Funder valley Bridge Project Participants: Client: Vejdirektoratet Anlægsområdet Contractor: Züblin Skandinavia and DYWIDAG München Design: K+S Ingenieur-Consult / NIRAS Site Inspection Client: Gimsing & Madsen, Horsens Client Consultant: Gimsing & Madsen, Horsens Independent Checking Engineer: Gimsing & Madsen, Horsens Site Inspection Contractor: NIRAS Presentation Dalbro over Ådal 6

7 Bridge length north 724m and bridge length south 727m 8 permanent piers, 2 abutments 9 temporary piers Presentation Dalbro over Ådal 7

8 Superstructure North 26 segments and South 27 segments of about 28m length Presentation Dalbro over Ådal 8

9 Funder Valley Bridge Data Length of bridge: 727 meter Height of superstructure: 3,5m to 3,9m Cross-section of deck: 2x boxgirder Width of bridge deck: 14,15m max. height over terrain: 30 m no. of sections: 26 / 27 section lenght: app. 28,0 m Concrete volume: m 3 Steel quantity in total: Prestressing steel: t 970 t Presentation Dalbro over Ådal 9

10 Presentation Dalbro over Ådal 10

11 Presentation Dalbro over Ådal 11

12 Substructure Presentation Dalbro over Ådal 12

13 Temporary piers: Presentation Dalbro over Ådal 13

14 Incremental launching Presentation Dalbro over Ådal 14

15 Launching nose Presentation Dalbro over Ådal 15

16 Presentation Dalbro over Ådal 16

17 Incremental Launching Presentation Dalbro over Ådal 17

18 Significant technical highlights of the bridge construction 1. variable vertical alignment of the bridge superstructure Constant gradient of 1,4% from abutment 10 to pier 70 (crosssection height 3,5m) Between pier 70 and abutment 100 there is a variable gradient with a radius of 3500m which leads to a change in the crosssection height to 3,9m at abutment 100. Solution: divided launching port into section A and B Section A: production of trough Section B: production of bridge deck Presentation Dalbro over Ådal 18

19 section B section A Presentation Dalbro over Ådal 19

20 Launching port section A for trough production Presentation Dalbro over Ådal 20

21 Presentation Dalbro over Ådal 21

22 Bridge deck production in section B Presentation Dalbro over Ådal 22

23 Significant technical highlights of the bridge construction 1. variable vertical alignment of the bridge superstructure 2. variable horizontal alignment of the bridge superstructure constant radius of 2600m on a length of 541m followed by a spiral changing the radius to oo m over a length of 254m (A=815m²) Solution: Match-Cast method (patented by DYWIDAG) Presentation Dalbro over Ådal 23

24 Presentation Dalbro over Ådal 24

25 Match-Cast at piers Presentation Dalbro over Ådal 25

26 Eccentric position on pier 20 Presentation Dalbro over Ådal 26

27 Lifting-Launching-Assembly at the abutment 10 Presentation Dalbro over Ådal 27

28 Breaking saddle Lifting-Launching-Assembly Presentation Dalbro over Ådal 28

29 Presentation Dalbro over Ådal 29

30 Significant technical highlights of the bridge construction 1. variable vertical alignment of the bridge superstructure 2. variable horizontal alignment of the bridge superstructure 3. Temporary structure to cross the 85m No-Go area at the Funder stream Solution: Steel A-Frame Presentation Dalbro over Ådal 30

31 A-Frame Presentation Dalbro over Ådal 31

32 Presentation Dalbro over Ådal 32

33 Presentation Dalbro over Ådal 33

34 Pictures from site Presentation Dalbro over Ådal 34

35 Prefabricated tendons in section A Presentation Dalbro over Ådal 35

36 Pictures from site Presentation Dalbro over Ådal 36

37 Pictures from site Presentation Dalbro over Ådal 37

38 Presentation Dalbro over Ådal 38

39 Presentation Dalbro over Ådal 39

40 Presentation Dalbro over Ådal 40

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