Location: Munich
Period: 2022 to 2028
Client: City of Munich
Construction: ARGE U5 Lot 1 — AUGUST REINERS Bauunternehmung GmbH | Berger Bau | Berger Grundbautechnik
Implementation planning: EDR GmbH (as subcontractor of ARGE U5 Lot 1)
Other: Diaphragm wall/cover construction method
To improve the attractiveness of public transport, the state capital of Munich is extending the U5 subway line from the existing terminus at Laimer Platz to Pasing station. In December 2021, BIEGE AUGUST REINERS / Berger Bau / Berger Grundbautechnik was commissioned with the shell construction work for construction lot 1.
Lot 1 comprises the section from Laimer Platz station to the new Willibaldstraße stop. Lot 1 is located in the Laim & Pasing districts and runs parallel to Gotthardstraße in an east-west direction through an area with residential buildings
Over a length of approx. 1000 m, the future route will be constructed using the diaphragm wall/cover method. In addition to the double-track line tunnel, a three-track stabling facility and the Willibaldstraße station will also be accommodated within the single-cell box cross-section. The span of the 2.20 m thick structure cover thus varies between 16.00 & 23.00 m. In the area of the Willibaldstraße station, mezzanine floors and service rooms are to be built underneath the cover. The widening area to the west of Willibaldstraße station will be constructed using the cut-and-cover method.
The entire route runs below the groundwater level. In addition to the complex groundwater management during construction, a total of 9 groundwater culverts must be built for the final state. These will be constructed using bored piles adjacent to the diaphragm wall trough.
Due to the inner-city location and the tight local conditions associated with this, prov. sewers and branch lines have to be built and relocated again and again parallel to the shell construction work.
In order to protect the existing buildings from severe deformation and associated damage, the existing foundations have to be underpinned over a length of approx. 400 m using jet grouting.