Office for Waste Management in Munich
documentation p. 1030 - 1035Architect Ackermann und Partner | Structural Engineer Schlaich, Bergermann + Partner | Scholz + Partner |
More than 8,400 m2 in area, the tent roof is supported by a grid of 88 steel columns laid out at 10 x 12 m centres. The membrane itself consists of 12 m precut strips welded together on site. The inner columns are protected against ramming by concrete plinths and have flexible seatings at the base. Horizontal loads are transmitted via raking peripheral columns to the lower-floor structure. Each of the 70 bays of the membrane is tensioned by a central steel suspended column on the underside. The roof is drained by a vacuum system within the main
steel columns. The lightweight membrane construction was facilitated by the fact that it contains no members subject to bending. It was designed as a structurally continuous area, with thin steel cables on top of the skin articulating the individual bays.
Details
Detail at high point of membrane 1:20
Edge column: view from above/elevation 1:20
Inner column: view from above/vertical section 1:20
Isometric
North/West elevation 1:1000
Part section roof membrane 1:50
Plan of upper level 1:1000
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