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Virtual Construction Sites

Area Title Situation Date
Rehabilitation of a network sector in a domestic area consisting of sewers, laterals and drain pipes, manholes and buried surface water drains by means of the fill and drain system (flood grouting) [Image: S&P GmbH]
Aug 08, 2005
Trenchless installation of a sewer DN 600 consisting of reinforced concrete jacking pipes by means of microtunnelling [Image: S&P GmbH]
Mar 01, 2006
Renovation of a defective vitrified clay lateral DN 150 with a length of 6 m by means of the cured-in place lining method [Image: S&P GmbH]
Aug 08, 2005
Localisation of leaks with the aid of sewer probe based on measuring electrical resistance [Image: S&P GmbH]
Jun 17, 2004
Renovation of a cast iron pipe DN 1000 with a length of 50 m by spray lining process [Image: S&P GmbH]
Jan 15, 2004
Renovation of a defective sewer section with a nominal size DN 400 and a length of section of 50 m by means of discrete pipes in the pushing-in process [Image: S&P GmbH]
Sep 21, 2005
Renovation of a defect water pipeline made of grey cast iron pipes of the nominal size DN 300 by means of the deformation process [Image: S&P GmbH]
Feb 21, 2007
Renovation of a defective sewer section consisting of concrete pipes DN 500 with lateral and longitudinal cracks and pipe fracture by means of the grouted-in-place lining process [Image: S&P GmbH]
Aug 08, 2005
Replacement of a pipeline consisting of vitrified clay pipes DN 300 using the pneumatic pipe bursting accompanied by a simultaneous pulling-in of a PE-HD continuous pipe [Image: S&P GmbH]
Jan 15, 2004
Repairing of a defect lateral connection of a lateral sewer consisting of PVC pipes DN 125 and leading into a concrete sewer DN 300 by means of a short liner [Image: S&P GmbH]
Jun 17, 2009
New installation of PE-HD pipes by means of horizontal directional drilling [Image: S&P GmbH]
Aug 08, 2005
Rehabilitation of a wastewater impounding basin by means of vitrified clay plates [Image: S&P GmbH]
Jul 08, 2005
Renovation of a defective sewer section consisting of vitrified clay pipes DN 300 with cracks, fractures and leaking joints by means of the cured-in place lining method with light hardening [Image: S&P GmbH]
Feb 17, 2005
Repair of a 6.0 m long defective sewer sector, consisting of concrete pipes DN 500 with a short hose [Image: S&P GmbH]
Nov 16, 2005
Renovation of a defective sewer section consisting of concrete pipes DN 400 with a section length of 60 m by means of lining with spirally wound pipes [Image: S&P GmbH]
Oct 07, 2008
High pressure water jetting with a combined vehicle with water treatment technique [Image: S&P GmbH]
May 15, 2008
Section leaktightness testing with water as a testing medium to DIN EN 1610 is illustrated by a 27 m long sewer section of concrete pipes DN 800 [Image: S&P GmbH]
Jul 14, 2011
Repair of an unprofessionally installed connection nozzle DN 150 of vitrified clay with visible soil by means of the robot method [Image: S&P GmbH]
Nov 24, 2003
Renovation of sewer section consisting of a concrete pipe DN 300 with a length of 50 m by means of the cured-in place lining method [Image: S&P GmbH]
Nov 24, 2003
Renovation of a defective lateral consisting of vitrified clay pipes DN 125 with a length of 8 m by means of the cured-in place lining method [Image: S&P GmbH]
Sep 21, 2005
Area Title Situation Date
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