one moment please ...

Domain

Reset domain filter

Show all content types
Images
Animations
Videos
Articles
Technical books
Documentations
Instructions
173 search results found .

Jun 16, 2014

Herrenknecht AG

With growing demand for raw materials, mines are applying increasing effort and expense to open up deep and difficult to access resources. With this in mind, the new Herrenknecht product portfolio of Raise Boring Rigs allows the optimal drilling of shafts with larger diametersat depths of up to 2,000 meters. In the new and further development of Raise Boring Rigs, Herrenknecht draws on proven technologies and components as well as on extensive knowhow in the area of mechanized tunnelling technology.

Aug 15, 2007

"Hanging shaft" when sinking in soft soil (dimensions L x W x H = 8.8 m x 4.5 m x 20 m) [FI-Skansa] - View into the completed shaft

Aug 15, 2007

"Hanging shaft" when sinking in soft soil (dimensions L x W x H = 8.8 m x 4.5 m x 20 m) [FI-Skansa] - Support and pressing construction

Jul 17, 2008

(Bored) pile wall [Image: S&P GmbH]

Aug 15, 2007

Abutment design without shaft - Sketch [PJA83]

Aug 15, 2007

Abutment design without shaft - Plan view with backfilled intermediate spaces [FI-Zübli]

Aug 15, 2007

Abutment design without shaft - Of rammed sheet piles with filling and load distribution plate in front [FI-Zübli]

Aug 15, 2007

Abutment design without shaft - Front view [FI-Zübli]

Jul 15, 2008

Approaching of the target shaft by a shield machine [Image: S&P GmbH]

Aug 04, 2005

Arrangement of a load-free protective strip at the shaft border with reference to DIN 4124

Aug 04, 2005

Arrangement of start and target shafts for simultaneous utilization for star-shaped jacking of laterals ("Berlin Construction Method - type 2") [FI-BWB]

Aug 15, 2007

Arrangement of the jacking cylinder at the thrust ring [FI-Herreb] - In front of the thrust ring with a spacer (telescope type of jacking cylinder)

Aug 15, 2007

ART method [FI-Sanwaa] - Design of the rotary table

Aug 15, 2007

ART method [FI-Sanwaa] - View of the rotary table

Jul 16, 2008

Bored pile wall [Image: S&P GmbH]

Aug 15, 2007

CCB method: shaft boring method with reinforced concrete upper shaft rings for use in soil [FI-KCMM] - Reinforced concrete shaft ring with removable steel upper shaft ring placed on top

Aug 15, 2007

CCB method: shaft boring method with reinforced concrete upper shaft rings for use in soil [FI-KCMM] - Torsion resisting pin connection of the reinforced concrete shaft rings

Aug 15, 2007

CCB method: shaft boring method with reinforced concrete upper shaft rings for use in soil [FI-KCMM] - Inserting the core boring crown with torsion resisting connected reinforced concrete shaft rings in the rotary table

Aug 15, 2007

Closed sinking shaft during building the 26 m deep starting shaft (dimensions 7.5 m x 14 m) for the utility tunnel "Energieversorgungstunnel Kieler Förde" (Bild 9.2.1.3.1) (Bild 9.2.1.3.1) (Bild 2.2.4) [Holzm93b]

Aug 15, 2007

Closed sinking shaft with reference to [Linge97] [Image: S&P GmbH]

Aug 15, 2007

Closed sinking shaft with steel plate (removable as a gate) [FI-Zübli]

Aug 15, 2007

Construction of a 22 m deep starting shaft (inside diameter 5.0 m) as an open sinking shaft of reinforced concrete in the in-cast concreting method [Adams99]

Aug 15, 2007

Construction of a closed sinking shaft in the in cast concrete method (starting shaft L = 25 m) for the utility tunnel "Stromtunnel Berlin" (Tabelle 12.5.3) (Bild 2.2.4) [Hänis00]

Jun 14, 2004

Construction phases of the trenchless installation of sewers on the model of microtunnelling [Image: S&P GmbH] - Phase 3 (Extension of the shaft (manhole construction)): Installation of the manhole base unit and connection of the pipes

Aug 03, 2005

Construction phases of the trenchless installation of sewers on the model of microtunnelling [Image: S&P GmbH] - Phase 1 (Sinking of the shaft): Sinking of the base unit of the shaft