VSH Turòa nad Bodvou - Nemetschek Scia

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Project Description The outdoor acoustic enclosure is part of a power Station located in the west of Dalby in Queensland Australia. The site is described as Lot 128 on SP121102. The Owner is Wambo Power Ventures (ERM Power + Babcock & Brown Bank). Three units (3xGT13E2-2 MXL, Turnkey EPC), which are designed in an equal way, will be executed. Wendt SIT GmbH & Co. KG was ordered to deliver these acoustic enclosures with completely new design, which is expected to become an execution standard for future projects. The acoustic enclosure is designed for an outdoor arrangement with the benefit to replace the turbine building of the power plant. This way of working leads to an enormous cost reduction and was one of the important arguments for the positive decision of the customer to this kind of execution. The shown acoustic enclosure has the function to reduce noise emissions caused by a gas turbine and its connected generator. The enclosure is divided into 4 different compartments, one for the gas turbine, one for the auxiliary, one for the diffuser and one for the generator. Special operation conditions have to be considered during design period to meet the technical requirements of the project. The enclosed machinery has a big heat loss, so the acoustic enclosure has to be equipped with a ventilation system to fulfil maximum interior temperatures lower than 60°C. Higher temperature inside would be harmful for the electrical equipment and would also not allow access of maintenance personnel during operation. Special attention was paid to the hazardous area inside the gas turbine compartment, which is possible to occur, by a leakage in the turbo machinery system. The acoustic panels of the enclosure have the advantage to be removable without loosing any connection elements. The wall and roof elements are executed weather- and gas tight as well. Over the generator building is a filter house. The loads resulting from it are derived by their own steel structure. The structural steel structure is used to support the piping of the machinery. A lot of interfaces of components by others had to be considered during design period. Several penetrations caused by the generator bus duct, turbine diffuser, ventilation ductwork and piping are integrated into the design of the acoustic enclosure. Static System: The static system of the acoustic enclosure consists in transverse direction of frameworks. The building in the longitudinal direction is stabilized by the roof and vertical bracings. The static analysis acc. EC3 is calculated using a 3D-model to optimise the weight of the structural steel. The columns of the steel structure are aligned in a way that the front flanges of the column sections have the same outline dimensions to allow easily assembly of the wall elements. Therefore additional eccentricities had to be considered. The steel structure is designed for easy disassembly to allow fast access to the machines for maintenance and repair purposes. Wendt SIT GmbH & Co. KG delivered the following components Software: Acoustic design of the enclosure elements including splitters silencers of the ventilation system Complete design, layout -, outline-, detail- & erection drawings Static analysis of the steel structure and structural parts of the enclosure including the consideration of seismic & wind loads. Design of ventilation system, fans and filters Design of electrical equipment & illumination calculation Hardware: Structural steel structure Platforms, stairs and ladders Wall and roof panels Ventilation systems and filters Fans Lighting Seaworthy Packing Technical Data of the enclosure: GT-Compartment Length 13,9 m; Width 7,7 m; Height 8,0 m GENO-Compartment Length 10,9 m; Width 4,9 m; Height 4,2 m AUX-Compartment Length 13,9 m; Width 6,3 m; Height 6,5 m Diffusor-Compartment Length 5,4 m; Width 14,0 m; Height 8,0 m Weight of steel structure: ~ 70 tons per unit Area of wall and roof elements: 1200 m² Program description: Software used for the calculation: ESA-Prima Win 3.60 Advantages of software: During the design phases several calculations were made to find an optimised solution. With ESA-Prima Win it was easy to perform the different checks. The load cases can be easily generated with the graphic load generator Acoustic Enclosure Braemar GT13E2 Outdoor The stress calculations and design of frame corners was executed with ESA-Prima Win as well. Special requirements: The calculation considers the local seismic and wind loads (Australian Standard) 187
188 Une question sur l’acier Een vraag over staal ! Contactez le Centre Information Acier Vraag het aan het Staalinfocentrum helpdesk@infosteel.be staalbouwdag � staalbouwwedstrijd � docentendag � studentenstaaldag � studentenstaalprijs � projectbezoeken � cursussen en opleidingen � technische publicaties � bibliotheek � tijdschrift � website � gratis helpdesk � brandveilig bouwen met staal � ... journée construction acier � concours construction acier � journée professeurs � journée acier étudiants � prix acier étudiants � visites de projets � cours et formations � éditions techniques � bibliothèque � magazine � site web � helpdesk gratuit � sécurité incendie des bâtiments en acier � ... vele voordelen voor onze leden � de nombreux avantages pour nos membres Zelliksesteenweg 12 Chaussée de Zellik B-1082 Brussel - Bruxelles e info@infosteel.be t +32-2-509 15 01 f +32-2-511 12 81 w www.infosteel.be
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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 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
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Introduction to the project The inc
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Introduction L’étude menée dans
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Author: Ing. Ach. Rudolf Kruliac, I
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In General The block of flats “OB
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Die Realisierung des Zentralen Omni
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A steel-cage construction of seven
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Introduction The CS underground sta
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Inleiding De zuidelijke randweg is
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Inleiding Deze opdracht heeft als b
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Project Controlestudie van de opwaa
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The goal of this pedestrian bridge
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Project: Bicyclist and pedestrian b
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Bauherr: Pappas Georg Automobil AG
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Introductie Het gebied rond rioolwa
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Architect‘s vision The new underg
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Maitrise d’ouvrage : Syndicat Mix
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Introduction au projet En 2003, pou
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The regional indoor stadium of Lié
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Na de allesvernietigende brand op 3
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Le calcul présenté s’inscrit da
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Administration building realized by
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Il s’agit de la construction d’
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In general „PARK ONE“ is an off
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Cette opération consiste à transf
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General information Customer : Bakb
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Description du projet Construction
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The mission of the structural engin
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The mission of the structural engin
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
Page 152 and 153: Projektbeschreibung Durch die Einf
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Page 160 and 161: Les spécifications • Surélévat
Page 162 and 163: Les spécifications Longueur : 39,0
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Page 172 and 173: Promatrani projekt obuhvaæa obliko
Page 174 and 175: Project: Covering of cinders’ box
Page 176 and 177: Zo ook is Volvo Cars Gent één van
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Page 180 and 181: Algemeen Euralille is een urbanisat
Page 182 and 183: Algemeen Fides Petfood, onderdeel v
Page 184 and 185: At the old Philipssite in Leuven a
Page 186 and 187: Project Details Location: Elm Road,
Page 188 and 189: Introduction At the moment, the com
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Page 194 and 195: Project data Height: ± 22 m Overha
Page 196 and 197: Analysis of the Atrium Steel Struct
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Page 200 and 201: Introduction The various judicial s
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Page 210 and 211: Projektbeschreibung Für den Neubau
Page 212 and 213: Data Délka bazénu 7400mm, šíøk
Page 214 and 215: Ce projet date du début de l’ann
Page 216 and 217: Introduction The aim of this projec
Page 218 and 219: Type: Arched bridge Location: Schaa
Page 220 and 221: De brug werd voor het eerst in dien
Page 222: Member of the Nemetschek Group User
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VSH Turòa nad Bodvou - Nemetschek Scia

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