Carcass work for the construction of training and technology center. This consists of workshops, canteen and conference areas and administrative offices.
BRI approximately 68 700 meters
BGF approximately 13 740 m
The specifications include:
- Earthworks about 16 000m
- Shuttering about 47 500 meters
- Concrete about 10 600 meters
- Precast staircases about 18 St.
The ceilings are made as flat slabs with hollow bodies and component activation.
The ensemble of the St. Francis school is divided in future into 3 areas: The old building, consisting of wing component A and component C, the extension with canteen and specialized classes, which connects with intermediate staircase in the interface between the old building parts T-shaped and the new main entrance forms. The three-storey building with basement is created as a high-insulation building in massive construction (reinforced concrete structure in exposed concrete), with cladding of brickwork, window and Türalagen from glass aluminum frame construction, roof of a flat roof structure, partitions and suspended ceilings made of plasterboard, interior doors in wood, enclosed space properties total about 13 560 m³), location, Thiel Straße 3, 56073 Koblenz.
During the construction of the playground will be redesigned and the old buildings in parts of restructured functional.
The following operations are contracted in the course of the contract:
Bodenbelagsarbeiten DIN 18365 in new and existing buildings.
ca. 850 m
2Linoleum; Edge seal about 500 meters; Skirting around 500 m; Protective cover.
ca. 850 m
2Linoleum; Edge sealing about 360 m; Skirting ca. 360 m; Protective cover.
Vergabenummer 16E0708 - Natursteinarbeiten - DIN 18 332, DIN 18 299th
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Approximately 11 300 m joint expand and filled with mortar.
about 2 635m
2Clean Natursteinsichtige facade;
ca. 3670 St. voids complement revise /;
Removing / installing about 485 St. vations.
The work is the rehabilitation of 2 stairwells with 5 stairs. These consist of 2 staircases and an intermediate landing respectively. The existing reinforced concrete structure should be preserved and strengthened. This is done by supporting reinforced concrete walls (10 St.) in landing area and extra concrete slabs (10 St.) under the existing staircases.