VSH Turòa nad Bodvou - Nemetschek Scia

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General information Customer : Bakbel sa, 28 rue Hector Ameye, 7110 Houdeng-Goegnies Architect : sprl Bureau d’Architecture J. Van Haeren, 18 rue Montagne du Parc, 1400 Nivelles General Contractor : Lixon sa, 60 rue des Chantiers, 6030 Marchiennes-au-Pont Total surface : 3010 m² Total steel weight : 163T Project description The project consists in the creation of a manufacture for a company producing fruit jam in an industrial zoning. It is composed of a 2340 m² industrial hall for production and offices on 670 m² and 2 levels. The hall has a length of 58 m and a width of 40 m with a height under ceiling of 6 m and 9 m.The offices annexed to the hall are 6,3 m tall on a surface of 11,7 m x 30,5 m including 2 levels. The entire building (hall and offices) has a steel structure for a total weight of 163T. The steel structure consists in an external framework in which walls and ceilings, made of isolating panels, are included. The hall is closed in his upper part by steel sidings and flexible metal roofing. The roof has to support external loads like snow or wind but also a walkable ceiling hanged to its structure and charged with electromechanical equipment. As a consequence, the loads to take into account are higher than for usual roofs. History of the project Initially, the client didn’t want any column inside the hall. So, we first calculated a hall relying on six rigid frames with span of 40 m spaced of 1 m with quite heavy roof loads. We made a first study with 40 m long trussed beams. We completed the calculations on this basis. After invitation to tender to the contractors, the client considered that the budget was too expensive and requested the architect company in charge of the project to tighten the budget. To reach this goal, the client agreed to implement columns in the hall, dividing the 40 m long span into two spans of 20 m. Consequently, we restarted our calculations on this assumption. Keeping trussed beams wasn’t justified anymore and we thus passed to HEA sections with bulges close to the supports. The new calculations allowed us to make an economy of 40T of steel. At the time of the new orientation taken by the project, the modelling of the structure enabled us to easily recover a good part of the work already carried out without having to start all again. Structural concept Concerning the infrastructure, because of the weak soil quality, the building is based on eighty-five 17m long piles. There is no cellar and the floors are made of a cast in place floating slab. The columns of the steel structure are fixed in the foundation pads and the façades lie on the foundation beams. Concerning the hall, six rigid frames spaced of 11 m compose the principal structure. Two of these frames have a height of 7,3 m, one makes the transition between the low and high part of the hall and the three lasts are 11,3 m tall. The four inside frames have two spans of 20 m each while the lateral ones have regular columns spaced of 5 m each. These principal frames are linked by 11 m-long roof bearers supporting the flexible metal roofing and at which hang the ceiling and the electromechanical equipments. The offices have masonry façades that aren’t bearing but just filling the steel structure. The floors are made of prestressed hollow slab. Modelling and structural calculation A complete 3D model of the steel structure was made with SCIA•ESA PT: • 395 nodes • 376 bars • 46 nodal supports • 8 load cases The actions on the steel structure due to floors, ceilings, wind… were calculated by hand and implemented in the model. The module steel code check was used to optimize the dimensioning of the structure. The connections were also checked with SCIA•ESA PT. The foundations were hand calculated using the forces given by the software. The entire steel structure was built in 10 days. Industrial hall Bakbel The project consists in the creation of a steel construction for a company producing fruit jam in an industrial zoning. It is composed of a 2340 m² industrial hall for production and offices on 670 m² and 2 levels. The entire building (hall and offices) has a steel structure for a total weight of 163T. The steel structure consists of an external framework in which walls and ceilings, made of isolating panels, are included. The hall is closed in his upper part by steel sidings and flexible metal roofing. The roof has to support external loads like snow or wind but also a walkable ceiling hanging to its structure and that is charged with electromechanical equipment. As a consequence, the loads to take into account are higher than for usual roofs. Industrial hall Bakbel 129
4 CAE Buildings Bureau d’ Etudes Lemaire Address Route du Condroz, 404 • 4031 Angleur (BE) Telephone +32 4 366.60.40 Fax +32 4 366.60.41 Contact M. F. Lemaire Email f.lemaire@belemaire.be Website www.belemaire.be Bureau d’Etudes Lemaire Créé en 2000, le Bureau d’études Lemaire sprl réalise des études techniques dans les domaines de l’industrie, du génie civil, du bâtiment et des infrastructures. Il se distingue par son dynamisme, son savoir-faire et ses compétences. Dès la naissance d’un projet, le Bureau d’Etudes Lemaire sprl s’efforce de dégager des solutions techniques créatives et originales respectant la dimension architecturale souhaitée par son concepteur. Avec des outils informatiques performants et à la pointe de la technologie, le Bureau d’Etudes Lemaire sprl offre un service moderne, innovant et de qualité. Architecte Atelier d’Architecture de Lavaux sc Rue Lavaux, 1 B-4130 Esneux Used software • SCIA•ESA PT 130 SCIA User Contest 2007 • Category 4 • CAE Buildings Ortmans s.a. - Thimister
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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 ACTE 1 s.a. Arch
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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 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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Bouw van een museum Het ontwerp, va
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Project: Bridge ‘Olsene’ across
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When the Dutch Municipality of Utre
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In general „Universo“ is a mult
Page 82 and 83: Introduction to the project The inc
Page 84 and 85: Introduction L’étude menée dans
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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 128 and 129: In general „PARK ONE“ is an off
Page 130 and 131: Cette opération consiste à transf
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
Page 144 and 145: Technical data of the project This
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Page 150 and 151: Short list Client: Hevo bouwmanagem
Page 152 and 153: Projektbeschreibung Durch die Einf
Page 154 and 155: Projekt Die Firma HERMA erweitert I
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Page 158 and 159: The New Street Square site is an is
Page 160 and 161: Les spécifications • Surélévat
Page 162 and 163: Les spécifications Longueur : 39,0
Page 164 and 165: This landmark residential developme
Page 166 and 167: This mixed use development in South
Page 168 and 169: Inleiding Voor de Vrije Universitei
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Page 174 and 175: Project: Covering of cinders’ box
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Page 180 and 181: 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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