Renovation

Lining of a DN 1200 concrete sewer with a profiled plastic profile with lock, which is wound in a spiral using a self-propelled winding machine, and forms a continuous pipe string after installation (RotaLoc).

Publisher: Prof. Dr.-Ing. Stein & Partner GmbH, Editorial: R. Stein (2008)

Renovation of a DN 100 drinking water pipeline using the Cempipe method (Lining with a rigidly anchored inner plastics layer).

Publisher: Prof. Dr.-Ing. Stein & Partner GmbH, Editorial: R. Stein (2005)

Lining of a DN 1200 concrete sewer with a profiled plastic profile with lock, which is wound in a spiral using a stationary winding machine, and forms a continuous pipe string after installation (SWP winding pipe method).

Publisher: Prof. Dr.-Ing. Stein & Partner GmbH, Editorial: R. Stein (2005)

Lining of a DN 300 surface water sewer with a flexible tube (in-pipe method) impregnated with a reactive resin, forming a pipe after curing of the resin (CIPP).

Publisher: Prof. Dr.-Ing. Stein & Partner GmbH, Editorial: R. Stein (2004)

Lining of a vitrified clay sewer nominal width DN 200 with a flexible tube (DS CityLiner) impregnated with a reactive resin, forming a pipe after curing of the resin (CIPP).

Publisher: Prof. Dr.-Ing. Stein & Partner GmbH, Editorial: R. Stein (2004)

Renovation of a brick sewer with a DN 600/900 egg-shaped cross-section using lining with discrete GRP pipes, in which individual pipes are joined together during installation to form a continuous pipe string.

Publisher: Prof. Dr.-Ing. Stein & Partner GmbH, Editorial: R. Stein (2005)

Lining of a DN 250 vitrified clay sewer with a flexible tube (KM in-liner) impregnated with a reactive resin, forming a pipe after curing of the resin (CIPP).

Publisher: Prof. Dr.-Ing. Stein & Partner GmbH, Editorial: R. Stein (2004)

Manhole rehabilitation with the Vertiliner system, a seamless GRP tube made of resin-impregnated glass fibre textile (lining with cured-in-place pipes), which is produced individually and with a precise fit and extends from the bottom of the manhole to the top edge of the manhole (CIPP).

Publisher: Prof. Dr.-Ing. Stein & Partner GmbH, Editorial: R. Stein. (2019)

Lining of an ovid sewer DN 1000/1500 with a deflection-resistant annular gap made of load-bearing cement mortar grouting (TROLINING® preliner system), produced by injection behind a plastic inner layer which is permanently anchored to the grouting (lining with a rigidly anchored inner plastics layer).

Publisher: Prof. Dr.-Ing. Stein & Partner GmbH, Editorial: R. Stein (2003)