VSH Turòa nad Bodvou - Nemetschek Scia

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Administration building realized by IPES n.v. Client: Liberty Invest n.v. Architects: Ivan Van Mossevelde; D & C Van Impe Technical data Dimensions: ± 108m x 55m Surface: 15,000 m² Storeys: 6 + 2 (underground parking) Roofing system: built-up roof Wall system: steel / glass façade Project description This impressive 6-storey steel building, achieved in August 2005, is situated on the city limits of Ghent, one of Europe’s most famous port cities. IPES’ new headquarters were conceived to reflect an image of a contemporary port, symbolising the history and trades that made Ghent famous. Flexible solutions, solid structural design combined with esthetics, competitive pricing: ASTRON has adapted its systems well to the new market requirements and has in the past collected the necessary know-how to successfully manage all large scale projects. For the Floralis project, the main advantages were the price and the reliable short delivery terms, as well as the simple erection with steel beams incorporated in the intermediate floors. This latter feature provided excellent free heights between the floors as well as reducing the structural area that had to be painted for fire protection. Installation of services proved to be much easier as with traditional solutions. Floors are set back from one another which, combined with the intensive use of glass and aluminum, plus the rotunda with its granite cladding, serve to give the Floralis building a modern and contemporary look. Completed only 15 months after work started, it will accommodate such renowned companies as Esko graphics, BMT and the administration centre of the Ghent-based Floralies. Two levels of underground parking were incorporated into the design. Description how software was used Input After job clarification, our customer needs very quickly (a matter of days) the anchor bolt reactions and lay-out. Therefore we need a tool with a quick and easy input. Among other advantages, the input of the structure and the loads is quite easy and time saving due to the fact that even wind loads don’t need to be calculated separately for each column and beam, but can be generated automatically. Once the model is defined and completely introduced, the input data can be very easily checked and a quick structural analysis according first order theory is executed. Due to the multitude of countries to which we are selling buildings, it is very important not only to have one standard (Eurocode) but a multitude of codes. For countries not included in ESA-Prima Win standards, the adaptation of safety factors and load combination factors makes it possible to work with only one single design tool. The model The entire steel structure is modelled as a 3D model in ESA- Prima Win. The static design and the verification of the standard hot rolled sections for columns, roof beams and floor beams are detailed and processed in the model. The concrete staircases and the concrete walls of the ground-floor are simulated as supports, generating foundation reactions. 3Dimensional rendering This tool is used to get a realistic representation of the structure allowing new customers of a quicker comprehension of the structure and helps him to see his project during the different phases and under different angles. Diaphragm simulation of the floors The floor of our standard building consists of concrete hollow core elements which are simulated by diagonals in the floor beam area. This allows a precise generation and definition of the loads in the concrete staircases, steel stabilization crosses and steel frames. Verification according 2nd order After the model and the loads have been completely introduced, we check the second order behaviour of the structure. This allows also a precise analysis of the horizontal and vertical deformations. Dynamic seismic analysis For projects located in areas with seismic solicitation, the model is submitted to nodal analysis by ESA-Prima Win. Steel code check The main part of the different steel elements was checked and optimized with ESA-Prima Win. This allows to order material in a very early stage of the project and to reduce delivery time. In addition, a precise weight, cost and project follow up is given. Only the floor integrated beams (INODEK) consisting of a hot rolled T-cut section with a welded wider lower flange are designed separately. Administration building Floralis 121
4 CAE Buildings GROUPE ATEIM (Dunkerque) Address Route express • 59430 Fort Mardyck (FR) Telephone +33(0)3.28.24.34.00 Fax +33(0)3.28.60.18.93 Contact M. Tikouirt Ahcène Email ahcene.tikouirt@ateim.fr Website www.ateim.fr Depuis sa création en 1969 à Dunkerque, le groupe ATEIM s’est développé régulièrement pour devenir leader dans son activité au Nord de la France. Il intervient aujourd’hui tant au niveau national qu’international. D’une vocation d’origine sidérurgique et pétrolière, le groupe a pour ambition de se diversifié au travers d’industrie aussi variées que la métallurgie, la chimie, la pétrochimie, le verre, la construction automobile, ferroviaire et aéronautique, l’agroalimentaire, la pharmacie, les installations générales, le bâtiment. L’expérience acquise, le savoir-faire, les moyens, les missions du groupe permettent de proposer une large palette de services dans les domaines de l’ingénierie, des études techniques, des études de produits et de la communication. Situé en bordure de la mer du Nord à Dunkerque, premier port maritime français. Au cœur d’une zone en liaison directe avec toute l’Europe. Le groupe ATEIM est situé à • 40 km de Calais • 45km du Tunnel sous la Manche • 100 km de l’aéroport de Lille-Lesquin • 2h de TGV de l’aéroport de Roissy/Charles De Gaulle Secteurs d’activités • Sidérurgie • Métallurgie • Automobile • Bâtiment • Raffinage • Chimie • Installations générales • Industries du verre • Industries pharmaceutiques Zones d’actions • Régionales • Nationales • Internationales Used software • SCIA•ESA PT 122 SCIA User Contest 2007 • Category 4 • CAE Buildings Coursive Nord Module Standard Corps Central
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CAD Architecture CAD Engineering SC
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Copyright © 2007 SCIA Group Intern
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2 Table of content Foreword . . . .
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4 Table of content GBD ZT GmbH . .
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WINNER NOMINATIONS 6 Category 2: CA
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WINNER NOMINATIONS 8 Category 4: CA
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10 Introduction of the internationa
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1 CAD Architecture Georges & Theis
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1 CAD Architecture Atelier d’Arch
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1 CAD Architecture Architekturstudi
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1 CAD Architecture Fachhochschule F
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1 CAD Architecture Georges & Theis
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40 Building bridges in the construc
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2 CAD Engineering PT Baja Engineeri
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2 CAD Engineering ADEM Address Plac
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2 CAD Engineering DECOMO Address 96
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2 CAD Engineering Witteveen+Bos Add
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2 CAD Engineering Gesplan s.a. Addr
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2 CAD Engineering Transport Consult
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Category 3 3CAE Civil works (ESA) 6
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Le projet concerne la reconstructio
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Page 82 and 83: Introduction to the project The inc
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Page 88 and 89: In General The block of flats “OB
Page 90 and 91: Die Realisierung des Zentralen Omni
Page 92 and 93: A steel-cage construction of seven
Page 94 and 95: Introduction The CS underground sta
Page 96 and 97: Inleiding De zuidelijke randweg is
Page 98 and 99: Inleiding Deze opdracht heeft als b
Page 100 and 101: Project Controlestudie van de opwaa
Page 102 and 103: The goal of this pedestrian bridge
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Page 106 and 107: Bauherr: Pappas Georg Automobil AG
Page 108 and 109: Introductie Het gebied rond rioolwa
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Page 112 and 113: Architect‘s vision The new underg
Page 114 and 115: Maitrise d’ouvrage : Syndicat Mix
Page 116 and 117: Introduction au projet En 2003, pou
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Page 120 and 121: Na de allesvernietigende brand op 3
Page 122 and 123: Le calcul présenté s’inscrit da
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Page 132 and 133: General information Customer : Bakb
Page 134 and 135: Description du projet Construction
Page 136 and 137: The mission of the structural engin
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Page 140 and 141: Projektbeschreibung In 2006 hat die
Page 142 and 143: Schihalle mit 330 m Länge, 80-135
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Page 150 and 151: Short list Client: Hevo bouwmanagem
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Page 160 and 161: Les spécifications • Surélévat
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Project: Covering of cinders’ box
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Zo ook is Volvo Cars Gent één van
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Greenpartners uit Sint-Katelijne-Wa
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Algemeen Euralille is een urbanisat
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Algemeen Fides Petfood, onderdeel v
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At the old Philipssite in Leuven a
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Project Details Location: Elm Road,
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Introduction At the moment, the com
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Project Description The outdoor aco
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5Category 5 CAE Special projects (E
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Project data Height: ± 22 m Overha
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Analysis of the Atrium Steel Struct
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The presented project is about the
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Introduction The various judicial s
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Conception Le projet consiste à co
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En outre, l’ensemble du site est
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Introduction This project is includ
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Der Schwarzaubach ist ein Teileinzu
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Projektbeschreibung Für den Neubau
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Data Délka bazénu 7400mm, šíøk
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Ce projet date du début de l’ann
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Introduction The aim of this projec
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Type: Arched bridge Location: Schaa
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De brug werd voor het eerst in dien
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Member of the Nemetschek Group User
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VSH Turòa nad Bodvou - Nemetschek Scia

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