On the grounds of Tegernseer Landstr. 239, 241, 243, 243a-c and Stadelheimer Str. 6 in 81549

A new building with 2 basement floors is to be built in Munich. In the process, a soil excavation incl.

excavation pit production take place. With regard to the construction site equipment, the terrain is secured by means of fixed

fencing systems and gates are manufactured. The foundations of the excavation pit are well above the groundwater level.

For this reason, a partly pre-welded and predominantly back-anchored

temporary girder shoring with channel plank infill is planned. Before inserting the steel beams

as well as the sewer planks, loosening holes must be drilled. Along the Tegernseer Landstraße is a

free-standing bored pile wall with internal stiffening is provided, as due to the adjacent underpass

(bored pile wall with back anchorage) no re-anchoring is possible. The ramp into the excavation pit is to

parallel to the former building 13.

On the grounds of Tegernseer Landstr. 239, 241, 243, 243a-c and Stadelheimer Str. 6 in 81549

A new building with 2 basement floors is to be built in Munich. In the process, a soil excavation incl.

excavation pit production take place. With regard to the construction site equipment, the terrain is secured by means of fixed

fencing systems and gates are manufactured. The foundations of the excavation pit are well above the groundwater level.

For this reason, a partly pre-welded and predominantly back-anchored

temporary girder shoring with channel plank infill is planned. Before inserting the steel beams

as well as the sewer planks, loosening holes must be drilled. Along the Tegernseer Landstraße is a

free-standing bored pile wall with internal stiffening is provided, as due to the adjacent underpass

(bored pile wall with back anchorage) no re-anchoring is possible. The ramp into the excavation pit is to

parallel to the former building 13.