Neues Schiffshebewerk in Niederfinow - Überblick und technische Aspekte
| Author(s): |
Peter Huth
Hans-Gerd Lindlar |
|---|---|
| Medium: | journal article |
| Language(s): | German |
| Published in: | Stahlbau, July 2015, n. 7, v. 84 |
| Page(s): | 454-465 |
| DOI: | 10.1002/stab.201510266 |
| Abstract: |
New ship lift at Niederfinow, Germany.A second ship lift is to be constructed in Niederfinow adjacent to the existing lift. After extensive preliminary studies, the Federal Waterways Administration decided on a vertical lift with balancing counterweights. A load-bearing structure consisting of reinforced concrete towers, columns and cable pulley girders, all with foundations in a common trough well, transfers the loads from the water-filled trough (9 000 t) into the bedrock via cable pulley girders. The trough, which is suspended on cables and balanced with counterweights, has a usable length of 115 m, a usable width of 12.5 m and allows a water depth of 4.0 m. Vertical movements of the trough take place by means of rack and pinion drives. A safety system consisting of internally threaded columns and rotary locking bars ensures that the trough stops safely in an emergency. |
| Keywords: |
trough counterweight vertical ship lift balance safety system
|
| Available from: | Refer to publisher |
Structures and Projects
Structure Types
- About this
data sheet - Reference-ID
10071999 - Published on:
28/09/2015 - Last updated on:
28/09/2015
