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ALLPLAN INFRASTRUCTURE
Company Profile
The Expertsin Bridge
Engineering
Company Profi le
ALLPLAN Infrastructure GmbH represents a consulting and IT company, specialized in bridge engineering.
Th e team members have long-term experience and know-how aboutcivil and structural engineering, mainly focused on bridges, comprising
modelling, analysis, design, project consulting and software development.
� e Location is Graz, Austria, with a strong international orientation.
� e Team achieved under TDV GmbH and later considerable success worldwide
in diff erent areas of civil engineering,in the last 20 years especially in bridge software engineering (RM Bridge).
Main fi elds of expertise:
Calculation/Design Services Consulting Engineering
All Types of AnalysisStatic, dynamic, non-linear, seismic,
HSR, wind, hydrodynamic etc.
All Construction MethodsSpan by Span, Precast Segmental, , Balanced Cantilever, ILM, Advanced
Shoring etc.
Software Development
IT ServicesSolution provider, CAD systems
BIM ConsultingFor establishing BIM workfl ows
to save time and gain quality and effi ciency
3D Modeling and DraftingFor infrastructure and civil projects
All Bridge TypesSegmental, Arch, Cable Supported,
Complex etc.
International Standards
Steel/Concrete/Composite
Diff erent erection methods
Span by Span, Precast Segmental, Balanced
Cantilever, ILM, Advanced Shoring etc.
Cable Supported Bridges Complex
Bridges
Segmental Bridges
Arch Bridges
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Bridge Type:
Erection method: Scope of work:
Th ree span pre-stressed concrete bridge over Wisla River with a total length of 404 m. Th e main girder is a single hollow-box with variable height between 4 and 10.5 m. Maximum cantilever during construction reached up to 94 m.Free balanced cantilever.Modelling, static analysis, optimization of tendon scheme, reinforcement design and pre-camber calcu-lation.
During their employment in various companies our colleagues were working as project engineers or consultants/technical supporters/software supporters
in following reference projects:
Grudziadz Bridge, POLAND
Project Partner: CEPAS Plan Ltd. Consulting, Engineers, Planners, Architects, Switzerland
Bridge Type:
Erection method: Scope of work:
Five span pre-stressed concrete bridge with single-cell hollow box girder. Total length of the bridge is 456 m Free balanced cantilever.Modelling, construction stage analysis, optimization of tendon scheme, stability, reinforcement design, pre-camber calculation and erection control.
Sandomierz Bridge, POLAND
Project Partner: CEPAS Plan Ltd. Consulting, Engineers, Planners, Architects, Switzerland
Bridge Type:Erection method: Scope of work:
Five span pre-stressed hollow-box girder bridge with fi xed piers; total length 540 m.Cast in-situ balanced cantilever.Modelling, static analysis, reinforcement design and pre-camber calculation.
Beška Bridge, SERBIA
Project Partner: VCE Consult ZT-GmbH, Wien, Austria
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Bridge Type:
Erection method: Scope of work:
Two 3-span pre-stressed single-cell box girders on fi xed double-piers; total length of 356 m; two parallel structures on joint river piers.Cast in-situ balanced cantilever.Modelling (incl. foundation (piles)), static calculation and design, response spectrum analysis, pre-camber calculation.
Bridge over Danube (Traismauer), AUSTRIA
Project Partner: DI. Josef Mayer ZT Ges.m.b.H., Austria
Bridge Type:Erection method: Scope of work:
3 span pre-stressed single-cell box girder with fi xed double-piers, total length of 278 m.Cast in-situ balanced cantilever.Modelling, static calculation and design, pre-camber calculation.
Bridge over Steyr, AUSTRIA
Project Partner: Ertl, Horn und Partner, Austria
Bridge Type:Erection method: Scope of work:
Five span pre-stressed single-cell box girder bridge; total length of 460 m.Balanced cantilever.Full static calculation including construction stage calculation and pre-camber.
Danube Bridge Pöchlarn, AUSTRIA
Project Partner: DI Josef Mayer, Vienna, Austria.
Bridge Type:Erection method: Scope of work:
Continuous pre-stressed beam with hollow-box girder; total length of 650 m (9 spans).Pre-cast segmental balanced cantilever.Modelling and static calculation (preliminary design).
Acco Bridge, ISRAEL
Project Partner: SPB, Israel
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Bridge Type:
Erection method: Scope of work:
Pre-stressed concrete bridge with total length of 518 m and eight spans and two independent main decks, varying form 2,5m to 11 m.Pre-cast segmental balanced cantilever with overhead gantry.Modelling, construction stage analysis, non-linear structural analysis, optimization of tendons stressing procedure.
Waiwera Viaduct, NEW ZEALAND
Project Partner: URS New Zealand Ltd, Auckland, New Zealand.
Bridge Type:Erection method: Scope of work:
Pre-stressed concrete bridge; 10 spans including 4 balanced cantilevers; total length of 624 m.Balanced cantilever method.Assistance in performing the structural analysis and design.
Kampung Pandan Flyover, MALAYSIA
Project Partner: Höltschi & Schurter Zurich, Switzerland
Bridge Type:
Erection method: Scope of work:
Th ree span pre-stressed concrete bridge with total length of 212 m in a strong curve (R = 150 m) Cross-section of the main deck is a single-cell box girder (17 m width). Th e bridge is a typical structural part of a mile-long elevated highway. Cast in-situ balanced cantilever.Modelling, static calculation and design, pre-camber calculation, response spectrum and time history analysis.
Silaing Bridge, INDONESIA
Project Partner: PT Matra Rekayasa International, Indonesia
Bridge Type:Erection method: Scope of work:
Steel arch bridge with composite concrete deck.Steel-concrete composite; cast in situ.Full static and dynamic calculation; calculation of shop-forms.
Koralm Bridge, AUSTRIA
Project Partner: Ertl, Horn und Partner, Austria
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Bridge Type:
Erection method: Scope of work:
Multi-span pre-stressed concrete extra-dosed bridge with total length of 1560 m. Th e concrete box girder deck is pre-stressed longitudinally and transversely and additionally supported by a multiple extra-dosed stay cable system.Cast-in-situ balanced free cantilever method.Check of the detail design.
Dou-Shan Extradosed Viaduct, TAIWAN
Project Partner: Sinotech Engineering Consultants of Taipei, Taiwan
Bridge Type:Erection method: Scope of work:
Extra-dosed Railway Bridge with the total length of 197 m, pre-stressed U girder and main span of 93 m.Balanced cantilever with external stay cables.Proof check.
Pragati Maidan, INDIA
Project Partner: DMRC India
Bridge Type:
Scope of work:
Complex arch bridge with pre-stressed deck and steel arches, total length of 842 m and longest span of 140 m.Software support/development and assistance in modelling, structural analysis and design.
Sheikh Zayed Bridge, UNITED ARABIAN EMIRATES
Project Partner: High-Point Rendel UK
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Bridge Type:
Scope of work:
Cable-stayed bridge; total length of 1596 m, main span of 1018 m, side spans of 298 m and two single towers of 290 m height. Th e main span deck is a twin girder steel deck.Assistance in performing the full bridge modelling, stage analysis, optimization of cable-stays stressing, structural analysis and erection control.
Stone Cutters Bridge, HONG KONG
Project Partner: Ove-Arup & Partners, Hong Kong
Bridge Type:
Erection method: Scope of work:
Combined Rail and Road Truss Bridge, total length of 11,125 km. Th e link consists of the river crossing and approach viaducts on either side. Th e 2280 m long double deck river crossing is composed of an 840 m long stay-cable main bridge and two 720 m long approach bridges.Pre-cast segmental, Incremental launching method.Modelling, static & dynamic calculation.
Orinoco III Bridge (Puente Mercosur), VENEZUELA
Project Partner: Harrer Ingenieure, Gesellschaft beratender Ingenieure VBI GmbH, Karlsruhe, Germany
Bridge Type:Erection method: Scope of work:
Th ree-span Cable stayed road bridge; total length of 520 m.Span by span & Cantilever construction method.Independent check; Case study of dynamic earthquake (time history) and dynamic wind eff ects (CFD, Wind Checks, Wind buff eting).
Agin Bridge, TURKEY
Project Partner: TCK Ankara, Turkey
8
Bridge Type:
Erection method: Scope of work:
One pylon cable-stayed bridge with a total length of 929 m. Steel main girder in the main span; pre-stressed continuous concrete girder in back span.Incremental Launching Method, pre-cast cantilevering.Assistance in performing the full bridge modelling, stage analysis, optimization of cable-stays stressing, structural analysis.
Sava Bridge, SERBIA
Project Partner: VCE Consult, Austria
Bridge Type:
Scope of work:
Composite cable stayed bridge; total overall length of the bridge is 2,97 km; the length of the main span is 870 m (210/450/210)Wind check (CFD and wind buff eting analysis).
Vam Cong Bridge, VIETNAM
Project Partner: CTDCC, Univ. of Transport and Communications, Vietnam
Bridge Type:
Scope of work:
Multi span steel-concrete composite cable-stayed bridge; total length of 1700 m, main span of 400 m, side spans of 175 m with two H-shaped pylons of 165 m. Th e bridge deck represents a concrete slab on steel plate girders. Construction stage analysis, static and dynamic stability calculation, optimal cable-stay tensioning strategy solution.
Ma-Chang Bridge, South Korea
Project Partner: Hyundai Engineering, Seoul, Korea
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Bridge Type:
Scope of work:
Suspension bridge in a combination with truss and steel box girders; total length of 900 m, main span of 500 m and the side spans of 200 m.Independent check of the structural analysis.
Kwang Ahn Bridge, SOUTH KOREA
Project Partner: BT Consultants, Korea
Bridge Type:
Scope of work:
3-span suspension bridge supported by fl oating Tension Leg Platforms (TLP). Th e three main spans of the bridge have a length of 1385 m each. Th e fl oating bridge should cross 5 km wide and up to 550 m deep Bjørnafj ord south of Bergen.Software development of hydrodynamic & wind capabilities and interaction of both in time domain; assistance in modelling, testing of dynamic calculation.
Bjørnafj orden Floating Bridge, NORWAY
Project Partner: TDA-COWI, Statens Vegvesen, Norway
Bridge Type: Scope of work:
2-span suspension bridge supported by fl oating Tension Leg Platforms (TLP). Th e fl oating bridge (fea-sibility study) should cross 2 km wide and up to 500 m deep Halsafj ord.Software development: mathematical concept and implementation of wind dynamics in time domain; coupled motion analysis (hydrodynamics, wind dynamics, geometrical non-linearity); assistance in modelling, testing of dynamic calculation.
Halsafj orden Floating Bridge, NORWAY
Project Partner: TDA-COWI, Statens Vegvesen, Norway
10
“With our specialized expertise in bridges, and having served the international bridge community for decades, we feel ALLPLAN forms a perfect synergy for us, which will result in an expansion of BIM for bridges that will satisfy the international infrastructure market. It will be our honor to work in this
company, which was established as an ‘engineering fi rm for the construction industry’ “, says Dr. Vanja Samec, Managing Director of ALLPLAN Infrastructure GmbH.
11
www.allplan.com
ALLPLAN Infrastructure GmbH
B T GIT & CONSULTING GmbH
>
Th e combination of ALLPLAN and ALLPLAN Infrastructure will provide best-in-class solutions and consulting services that allow engineers to further accelerate their innovations and optimize planning
processes in terms of quality, timing and effi ciency.
ALLPLAN Infrastructure GmbHAndreas-Hofer-Platz 17, 8010 Graz, Austria
Tel: +43 316 269786Fax: +43 316 26978699
Designed by Arch. M
aša Samec
Registered in Graz: Regional and Commercial CourtCommercial Register No. 462550x, VAT No. ATU71694516
Managing Director Vanja Samec
