VSH Turòa nad Bodvou - Nemetschek Scia

More documents

Recommendations

Info

Type: Arched bridge Location: Schaarbeek, Belgium (L36N between Brussels-North and Diegem) Owner: Infrabel, Belgium Architect: Tuc Rail, Belgium Erection Engineering: Ingenieursbureau STENDESS N.V., Lovendegem, Belgium Check of the bridge during erection Contractor: Victor Buyck Steel Construction N.V., Eeklo, Belgium Total steel weight: ± 1.650 tons Total length: 136 m Building period: 2005 Short description of the project It concerns the launching of a new bridge for the use of HST (High Speed Train) traffic at Schaarbeek, Brussels. The new bridge is an arched bridge with an orthotropic deck. The arches are built-up box girders. The main beams are built-up I-sections underneath the orthotropic deck. In order to reduce the disturbance of the train traffic under the bridge, the new arched bridge was erected on a newly build concrete bridge. On this concrete bridge the new arched bridge was built together and prepared for launching. Between the existing train tracks erection towers with skids were built to support the new bridge during launching. The positions of these erection towers were very non symmetrical because of the high density of tracks below. This caused an extra difficulty in the engineering study of the bridge launching. Ingenieursbureau Stendess N.V. was asked to check the new bridge during launching and to calculate and propose solutions for a safe launching. Several options were calculated and discussed with Victor Buyck Steel Construction. Challenges like global and local reinforcement of the main beam and launching with a launching nose lengths from 10 to 30 m, were investigated and judged. The solution with a launching nose of 30 m long was chosen. Because of the risk of buckling the buckling length of the bridge, diagonals were reduced by placing a horizontal lattice girder. During the launching, the reactions and the deformations of the bridge and launching nose were constantly compared with the calculated values in order to secure a safe launching. The launching itself was done smoothly and within 7 hours the bridge was in place. Use of ESA-Prima Win and SCIA•ESA PT Description of technical questions to be solved with ESA-Prima Win The complete 3D-model was formed with bars, the orthotropic deck plate was put together as 2D-elements. To realize a realistic behaviour of the bridge it was necessary to calculate and correct Launching of arched bridge LN36 Schaarbeek, Belgium the effective width of the upper flange of the main beams along the whole bridge length and this for each launching phase. The effective widths were calculated according EC3 and based upon the M-lines in the main beam obtained by ESA-Prima Win. The corrections of the effective width could be easily done by the “rib” module in ESA-Prima Win. To avoid overload of the concrete bridge on which the launching started and on the erection towers it was necessary to perform constantly corrections with regard to altitude, real precision work. The input in EPW and obtaining the results of these altitude corrections out of ESA-Prima Win went smoothly. The check of the local impact of the reactions into bridge was done based on EC3 with the use of the results given by ESA-Prima Win. The altitude corrections, the reactions on the erection towers and the deformation of the launching nose were calculated for each launching phase. The results obtained from ESA-Prima Win could easily be put in table and graphics in order to obtain a document in which theory and praxis during the launching could be compared and a safe launching was possible. Description of our experience with Esa-Prima Win when realizing the project • Checking the structure as a combined model with 1D-2D-3D elements and with a high hyperstatic degree according EC 3. • The possibility of building up a flexible model to simulate the different altitude correction on the erection towers. • The possibility of changing the effective width of the orthotropic deck along the bridge length. • The short calculation time for the model pro launching phase and the easy and fast way to do a global check according EC 3. This was very important because of the high number of launching phases to be considered. Used modules • Base • 3D frame • 3D shell • Steel code check (EC3) 215
5 CAE Special Projects Travhydro nv - sa Address Noorderlaan 50 • 2060 Antwerpen (BE) Telephone +32 3 201 17 82 Fax +32 3 226 68 38 Contact Dhr. Anthelme Claeys Email antwerpen@travhydro.com Website www.travhydro.com Activiteiten • Montage en demontage van steigers, schoringen en ondersteuningen in de bouw en de industrie. • Montage, demontage en verhuur van bekistingsystemen voor speciale constructies – systeem Meccano (Alpi). • Verkoop en verhuur van steigermateriaal. • Verkoop en verhuur van beschoeiingmateriaal voor sleuven. • Verkoop, verhuur en montage van rekken en industriële magazijn - inrichtingen. Steigersystemen Travhydro produceert eigen steigermateriaal (CRAB, CS, stapelrekken) in haar productievestiging te Nijvel – België en heeft vestigingen in de gehele Benelux. Klanten Industrie en bouwsector. Bedrijfsvisie en filosofie Op een creatieve wijze en op een voor ons bedrijf rendabele manier, de gebruiker in staat stellen veilig en efficiënt werken op hoogte te laten uitvoeren. Organisatie Datum oprichting: 12 september 1928 B.T.W.: BE 432.259.516 Reg. aannemer: 432.259.516-08/23/1/3 RSZ-nr.: 00 / 1.122.297 / 75 Used software • SCIA•ESA PT 216 SCIA User Contest 2007 • Category 5 • CAE Special Projects Oosterweelbrug - Antwerpen
Page 1 and 2:
CAD Architecture CAD Engineering SC
Page 3 and 4:
Copyright © 2007 SCIA Group Intern
Page 5 and 6:
2 Table of content Foreword . . . .
Page 7 and 8:
4 Table of content GBD ZT GmbH . .
Page 9 and 10:
WINNER NOMINATIONS 6 Category 2: CA
Page 11 and 12:
WINNER NOMINATIONS 8 Category 4: CA
Page 13 and 14:
10 Introduction of the internationa
Page 15 and 16:
1 CAD Architecture Georges & Theis
Page 17 and 18:
1 CAD Architecture ACTE 1 s.a. Arch
Page 19 and 20:
1 CAD Architecture Atelier d’Arch
Page 21 and 22:
1 CAD Architecture SIA s.a. Address
Page 23 and 24:
Page 25 and 26:
Page 27 and 28:
1 CAD Architecture ADEM Address Pla
Page 29 and 30:
1 CAD Architecture Architekturstudi
Page 31 and 32:
Page 33 and 34:
Page 35 and 36:
1 CAD Architecture Fachhochschule F
Page 37 and 38:
1 CAD Architecture Georges & Theis
Page 39 and 40:
Page 41 and 42:
Page 43 and 44:
40 Building bridges in the construc
Page 45 and 46:
2 CAD Engineering PT Baja Engineeri
Page 47 and 48:
2 CAD Engineering ADEM Address Plac
Page 49 and 50:
2 CAD Engineering DECOMO Address 96
Page 51 and 52:
2 CAD Engineering Witteveen+Bos Add
Page 53 and 54:
2 CAD Engineering ADEM Address Plac
Page 55 and 56:
2 CAD Engineering Gesplan s.a. Addr
Page 57 and 58:
2 CAD Engineering INASEP Address Ru
Page 59 and 60:
2 CAD Engineering ingénieurs bct A
Page 61 and 62:
Page 63 and 64:
Page 65 and 66:
Page 67 and 68:
2 CAD Engineering Transport Consult
Page 70 and 71:
Category 3 3CAE Civil works (ESA) 6
Page 72 and 73:
Le projet concerne la reconstructio
Page 74 and 75:
Bouw van een museum Het ontwerp, va
Page 76 and 77:
Project: Bridge ‘Olsene’ across
Page 78 and 79:
When the Dutch Municipality of Utre
Page 80 and 81:
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
Page 86 and 87:
Author: Ing. Ach. Rudolf Kruliac, I
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
Page 104 and 105:
Project: Bicyclist and pedestrian b
Page 106 and 107:
Bauherr: Pappas Georg Automobil AG
Page 108 and 109:
Introductie Het gebied rond rioolwa
Page 110 and 111:
4Category 4 CAE Buildings (ESA) 107
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
Page 118 and 119:
The regional indoor stadium of Lié
Page 120 and 121:
Na de allesvernietigende brand op 3
Page 122 and 123:
Le calcul présenté s’inscrit da
Page 124 and 125:
Administration building realized by
Page 126 and 127:
Il s’agit de la construction d’
Page 128 and 129:
In general „PARK ONE“ is an off
Page 130 and 131:
Cette opération consiste à transf
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
Page 138 and 139:
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
Page 144 and 145:
Technical data of the project This
Page 146 and 147:
Technical data of the project This
Page 148 and 149:
Technical data of the project: This
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
Page 156 and 157:
Inleiding Het huidige gebouw van Ut
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
Page 170 and 171: Gebouw Onderhoudsloods voor de simu
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
Page 178 and 179: Greenpartners uit Sint-Katelijne-Wa
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
Page 190 and 191: Project Description The outdoor aco
Page 192 and 193: 5Category 5 CAE Special projects (E
Page 194 and 195: Project data Height: ± 22 m Overha
Page 196 and 197: Analysis of the Atrium Steel Struct
Page 198 and 199: The presented project is about the
Page 200 and 201: Introduction The various judicial s
Page 202 and 203: Conception Le projet consiste à co
Page 204 and 205: En outre, l’ensemble du site est
Page 206 and 207: Introduction This project is includ
Page 208 and 209: Der Schwarzaubach ist ein Teileinzu
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 220 and 221: De brug werd voor het eerst in dien
Page 222: Member of the Nemetschek Group User
show all

VSH Turòa nad Bodvou - Nemetschek Scia

Create successful ePaper yourself

Delete template?

Save as template?