SSC voestalpine Stahl Service Center - SKFANDRA · PDF fileSSC voestalpine Stahl Service...
Transcript of SSC voestalpine Stahl Service Center - SKFANDRA · PDF fileSSC voestalpine Stahl Service...
SSC voestalpine Stahl Service Center
Location: Industriezeile / Linz / Oberösterreich Client: Voestalpine Stahl Service Center
Planning data: Competition 2004, 1. Price Start of planning: November 2004 construction Phase 1: up to 2006
Constructional data: Built-up area: 7.670 m2
Floor space: 7.750 m2
Construction: Steel Construction construction Phase 2: up to 2008
Pictures: Paul Ott
The building functions as an interface between road, rail and waterway transport. The delivery and outgoing goods sections embody the dynamism and efficiency of the company voestalpine SSC.
Architecturally, the financial success of the enterprise is symbolised by the wide open access gates. The projecting roof structure intensifies this statement and directs attention towards the qualities inherent in the company’s signature material – steel.
In the heterogeneous environment of the industrial zone with its company signs and logos, the building epitomises functionality and credibility. The concept reflects the market-economy demand for “corporate architecture”
Text: Wolfgang Haas Edited by xarchitekten
SSC voestalpine Steel Service Center Location: Industriezeile / Linz / Oberösterreich Client: Voestalpine Stahl Service Center Planning data: Constructional data: Competition 2004, 1. Price Built-up area: 7.670 m2 Start of planning: November 2004 Floor space: 7.750 m2
construction Phase 1: up to 2006 Construction: Steel Construction construction Phase 2: up to 2008 Pictures: Paul Ott Task: The company Stahl Service Center (SSC) has commissioned production and storage halls including a wharf for the loading and unloading of ships. The architectural implementation aims to integrate the company’s own products and showcase the scope for using steel as a design material. Location: This vibrant production site and shipping point is situated on a main artery of the industrial estate near the city centre. The following characteristics are important for choosing the location: an abundance of industrial buildings for manufacturing and office use, a high level of road traffic, the supply of goods by rail and road as well as the location by the docks. Concept: From a functional point of view, the building is an interface between road, rail and river traffic. The supply and dispatch of goods is a sign of the dynamics of SSC’s business. The economic success is visualised architecturally through wide open means of access. The protruding roof emphasises this message and focuses attention upon the different uses of steel as the companies’ main material. The building is a unique symbol of functionality and credibility in contrast to the generally heterogeneous surroundings of the other industrial estate buildings that rely on big company logos to make their mark. The concept complies with the market-economy demand for “Corporate Architecture”. Implementation: The extension of SSC’s production and storage halls takes place in two stages. The first stage involves a production hall and a storage area for raw materials as well as parking and shunting areas. During the second stage, an amenities building and a second production hall will be added to the existing hall. This stage also involves maintenance of the loading wharf by the docks. Text: Wolfgang Haas Revision: xarchitekten Translation: Anja Ganley
Hafenbecken
Produktionshalle 1
Vormaterialhalle
Traf
o
IND
US
TRIE
ZEIL
E
IND
UST
RIE
ZEIL
E
Fahn
en
Fahn
en
Vordach
EinzŠunung BetriebsgelŠnde
Einzäunung Betriebsgelände Einzäunung Betriebsgelände
Schienenachse
Schienenachse
Schienenachse
Schienenachse
Schienenachse
Tor
Tor
NORD
EN
1. AUSBAUSTUFELAGEPLAN 1:500
Einzäunung Betriebsgelände
Tor
Tor
TorTor
Gebäude Bestand
1 2 3
Vordach
4 5 6 7 8 9 10 11
Par
ken
PK
W
Tor
Hafenbecken
Produktionshalle 1
Vormaterialhalle
Traf
o
IND
US
TRIE
ZEIL
E
IND
UST
RIE
ZEIL
E
Fahn
en
Fahn
en
Vordach
EinzŠunung BetriebsgelŠnde
Einzäunung Betriebsgelände Einzäunung Betriebsgelände
Schienenachse
Schienenachse
Schienenachse
Schienenachse
Schienenachse
Tor
Tor
NORD
EN
1. AUSBAUSTUFELAGEPLAN 1:500
Einzäunung Betriebsgelände
Tor
Tor
TorTor
Gebäude Bestand
1 2 3
Vordach
4 5 6 7 8 9 10 11
Par
ken
PK
W
Tor
+16,30
0,00
+8,40
+16,30
+2,50 OK Damm
+14,15
+16,30
0,00
+8,40
+16,30
+2,50 OK Damm
0,00
+16,30
+2,50 OK Damm
Betriebsinterne Strasse gerampt
+14,15
+8,85
Pilkington TRAFO
+16,30
+14,15
0,00
+8,40+8,85
PilkingtonTRAFO
PRODUKTIONSHALLE 1
+14,15
+8,85
PilkingtonTRAFO
Auskragung 15m
Kragträger = Fachwerkträger
Kranbahnhöhe +9,30
806 806 8061570
PfahlgrŸndung
StŸtzenfundament
Industriezeile Profilitverglasung
+16,30
+10,80
0,00
Kran 40 t
+13,30
Bodenplatte
Pfahlgründung
Fachwerkträger
Stützenfundament -4,00
Fachwerkstütze
Elementdach H=40cmNeigung 1,5 °
1330
300
VORMATERIALHALLE
SeitenverbandKranbahn
Leitschiene
+16,30
+8,40
+16,30
+2,50 OK Damm
Rampe
Kragträger = Fachwerkträger
Kranbahnhöhe +10,80
Profilitverglasung
Elementdach H=40cmNeigung 1,5 °
+10,80
+13,30
Stützwand STB
-4,00
Bodenplatte
Pfahlgründung
Stützenfundament
Kranbahn
VORMATERIALHALLE
806 806 806 806 753
Auskragung 6,30m
Längsschnitt 1:333
Ansicht Süd 1:333
Ansicht Nord 1:333
Ansicht West 1:333Ansicht Ost 1:333
Querschnitt 1:333
EinzŠunung BetriebsgelŠnde
+16,30
0,00
+8,40
+16,30
+2,50 OK Damm
+14,15
+16,30
0,00
+8,40
+16,30
+2,50 OK Damm
0,00
+16,30
+2,50 OK Damm
Betriebsinterne Strasse gerampt
+14,15
+8,85
Pilkington TRAFO
+16,30
+14,15
0,00
+8,40+8,85
PilkingtonTRAFO
PRODUKTIONSHALLE 1
+14,15
+8,85
PilkingtonTRAFO
Auskragung 15m
Kragträger = Fachwerkträger
Kranbahnhöhe +9,30
806 806 8061570
PfahlgrŸndung
StŸtzenfundament
Industriezeile Profilitverglasung
+16,30
+10,80
0,00
Kran 40 t
+13,30
Bodenplatte
Pfahlgründung
Fachwerkträger
Stützenfundament -4,00
Fachwerkstütze
Elementdach H=40cmNeigung 1,5 °
1330
300
VORMATERIALHALLE
SeitenverbandKranbahn
Leitschiene
+16,30
+8,40
+16,30
+2,50 OK Damm
Rampe
Kragträger = Fachwerkträger
Kranbahnhöhe +10,80
Profilitverglasung
Elementdach H=40cmNeigung 1,5 °
+10,80
+13,30
Stützwand STB
-4,00
Bodenplatte
Pfahlgründung
Stützenfundament
Kranbahn
VORMATERIALHALLE
806 806 806 806 753
Auskragung 6,30m
Längsschnitt 1:333
Ansicht Süd 1:333
Ansicht Nord 1:333
Ansicht West 1:333Ansicht Ost 1:333
Querschnitt 1:333