Munich’s urban railway daily transports up to 840,000 passengers and covers a distance of more than 20 million km per year. Thus, it is one of the biggest urban railway systems in Germany. The core route opened on the occasion of the Olympic Games in 1972 has reached its capacity limits. In order to eliminate this bottleneck, a second core route is built on approx. 10 km between the railway stations Laim in the west and Leuchtenbergring in the east. The building project is subdivided into overground and underground contract sections.

In the section “VE10 - Oberirdisch West“ (overground west) a multitude of civil engineering structures (tunnels, retaining walls, bridges, railway station buildings) are erected as well as track and underground cabling works are carried out under full operation over approx. 2.2 km from the western head of the railway station Laim up to the new western tunnel portal.

Currently retaining walls are being erected at several positions, the foundations of the flying junctions (bridge structures) are being established as well as the first blocks of the tunnel below more than 25 existing tracks as well as the first sections of the new railway station buildings are being concreted.

Client. ARGE VE 10

Owner. DB Netze (DB Netz AG, DB Station & Service AG, DB Energie GmbH)

Services. Detailed design and as-built design of track layout and civil engineering structures

At the already existing site of a home in Wiener Neustadt the Institute Haus der Barmherzigkeit establishes a new modern, completely barrier-free nursing home with nine residential groups. The new nursing home will have 162 beds, a canteen kitchen and a café as well as a kindergarten with four groups and garden areas.

Furthermore, places for assisted living and subsidized flats shall be created on this area of approx. 18,300 m².

The new nursing home is constructed during uninterrupted operation of the existing home and is carried out in several construction phases. The current works of construction phase 1 comprise the extension works, works at the building shell as well as installation works of the HVACR subsections.

Client. Institut Haus der Barmherzigkeit

Services. Competition management, project control, measurement of ambient noise

The subject of the presented investigation was the application of an integrated LCM Model (Life Cycle Management) developed in close collaboration with ÖBB for the entire bridge network from the Austrian Federal Railways analysing different maintenance strategies.

Concent. The objective of the investigation was a short-, mid- and long-term LCM prognosis of the heavy maintenance and replacement demand for the entire bridge network of the Federal Austrian Railways. The model was applied to a provided dataset of approx. 10.000 bridges analysing different forecast periods (12, 50 and 120 years).

The results were used to derive the upcoming budget demand.

Client. ÖBB Infrastruktur AG

The section of this project runs from Ashgabad to Turkmenabat – up to the border of Uzbekistan. The total length is approx. 600 km and comprises a 2 x 3 - lane motorway with dozens of underpasses, bridges, railway crossings and intersections enabling a signal-free passage between Ashgabat and Turkmenabat.

Client . CJSC Closed Joint Stock Company "Turkmen Awtoban”

Service of VCE . Quality Control Engineer (QCE)

After a construction period of more than two years the new Paracelsus spa + health resort was inaugurated on Friday, 11 October 2019.

The Paracelsus spa + health resort is located directly in the heart of Salzburg and near the world-famous Mirabell garden and offers outstanding architecture, state-of-the-art equipment and a breath-taking view of the historic centre of Salzburg. The distinctive building with the completely glazed bathing world on the third floor is quasi a visionary project and an oasis for recreation.

Tender. Architekturbüro Berger+Parkkinen

Service. Tender

In the scope of the comprehensive modernization works along the underground railway line U4 the restoration of some sections of the track superstructure and substructure including retaining wall as well as the installation of additional track connections is planned.

In the summer months the approx. 3.5 km long section between Karlsplatz and Längenfeldgasse was restored. In this section also the future junction U4/U2 Pilgramgasse is located.

The section "Station Pilgramgasse" comprises all the required building measures for the restoration and modernization of the underground railway line U4 as well as building measures which are necessary as preparatory services for the realization of a future connection to the underground railway line U2.

In the area of the station Pilgramgasse platforms and collectors of the U4 are modernized by structural renewal and repair works. In accordance with a future connection of the underground railway line U2 to the existing U4 route in the area of the station Pilgramgasse (U2/U4 connecting station) preliminary building measures for the future line U2 are implemented. These preparatory services are realized in order to be able to best use synergies from these two projects both from a technical and an economic point of view.

We are assigned with static and structural design in the project “Station Pilgramgasse”. For the handling of this project also BIM-compatible design was performed.

The whole section of U4 modernization was assessed with regard to the expected impacts due to noise and vibration (renewal of the track superstructure and substructure, track connections etc.):

- assessment of the renewal of the track superstructure and substructure
- definition of vibration measuring points for verification before and after reconstruction
- vibration measurements as verification
-prediction of the expected immissions in the adjacent buildings
- acoustic assessment of the new track connections
- verification measurements after the reconstruction measures in normal operation

APP . U2xU5 in 3D

Client. Wiener Linien

Services . static and structural design (submission, tender and detailed structural design), measurement, assessment and prediction

On 25 May 2019 a new museum, the Lower Austrian gallery was opened. The new gallery becomes the centre of the art district in Krems ranging from the exhibition buildings Kunsthalle Krems, Karikaturmuseum Krems and Forum Frohner from Minoritenplatz in Stein over Museumsplatz up to the Dominikanerkirche in Krems.

The new gallery with its 3,000 m² of exhibition area comprises the art collection of the province of Lower Austria with approx. 60,000 objects on four levels and is connected with the Kunsthalle Krems via the presentation area on the basement floor. The outer panelling by means of zinc rhombuses guarantees an additional remarkable setting of the building. The otherwise windowless cladding is only opened in the attic by a viewing platform.

VCE was assigned with the services of technical and financial control. The project was handled considering BVergG 2006 (Austrian public procurement law), the project was awarded to individual trades.

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Client . Government of Lower Austria
Architect . Marte.Marte Architekten
Service . Technical and financial control

VIDEO . Lower Austrian gallery

LINK . www.ots.at/presseaussendung
LINK . noe.orf.at/news/stories/2974144/

We were able to extend our competence as engineering consultants with the framework contract “building safety inspections in Lower Austria“. The process of a building condition assessment including cost and risk estimate was developed for this project.

Within the scope of this project the facades and public staircases of more than 60 public buildings in Lower Austria were annually analysed and assessed.

Building safety inspection, assessment and action planning was completed for 2018. Further inspections and monitoring of actions and costs were commissioned for an additional period of 8 years.

Client . Lower Austrian government
Services . Structural assessment

Civil engineering verification for the performed braking work of a buffer stop without headstock

Weichenwerke Wörth GmbH has developed a new buffer stop. A civil engineering verification of the braking work was the basis for the approval by a public utility.

VCE was assigned with the performance of the required measurements, the evaluation and the preparation of the civil engineering verification as well as the programming of a calculation tool.

The tests were performed on a storage track and were classified into the following steps:

• Impact with 2 ballast waggons 108 t with different speeds
• Impact with 3 ballast waggons 146.58 t with different speeds
• Impact with 17 ballast waggons 753.98 t with different speeds

Client . Weichenwerke Wörth GmbH

Service . Measurement and instrumentation, evaluation, civil engineering verification

Take a break and join us on our journey to the North Pole!

At VCE challenges of various levels of engineering tasks are on the daily agenda. But deep down VCE is also a home for creative minds. In the course of a “Santa’s Workshop” BIM competition they let their imagination run wild.

Join us on a short tour: Video Santas Workshop

Which load pattern do you use for track design? In rail track engineering it is common to apply load models developed for design and assessment of bridges as an approximation of loading regimes for rail tracks. VCE’s client questions the traditional approach and is interested in developing realistic load models for track designers.

Multi-body dynamic simulations have been performed to model the dynamic interaction of the coupled vehicle-track-soil domain. Comparison of numerical response quantities with readily available data extracted from measurements of the project VDE 8.2 reveals the superior quality of the novel methodology.

VCE proposes a novel load model consisting of both a realistic load pattern and spectra of dynamic amplification factors. This study contributes to the existing body of modifications to the next generation of modern track design codes. Theory, findings and possible applications will be published on the client’s website in the first quarter of 2019.

Client . RSSB – Rail Safety and Standards Board, U.K.

Service . Development of a Methodology to Determine Loading Regimes for Track Designers

The healthcare facility Josefhof, located on the outskirts of Graz, is the competence centre for in-patient health promotion and prevention of the VAEB (insurance institution for railways and mining). The facility is currently being extended from 70 to 120 beds. The new building consists of three elongated terrace-shaped structures comprising 120 barrier-free rooms as well as guest rooms offering a variety of functions including a outpatient clinic with examination and treatment area, seminar and fitness rooms, indoor swimming pool and sauna area, canteen with an open-view kitchen, dining hall as well as the required administrative and technical areas. The building has been partially constructed in a modular timber design.

Current works include a timber slatted façade, various floor coverings such as tiles, terrazzo tiles and wood flooring as well as a outdoor area with a pond.

Auftraggeber . VAEB Insurance institution for railways and mining

Leistung . Project management in Joint Venture with Ritter

LINK . construction progress on vaeb.at

On 2 June 2018 the Life Ball celebrated its 25^th anniversary under the motto “Sound of Music”.

VCE supported the initiative with the free-of-charge service of design and building site coordination according to the building site coordination law for the “event site” Life Ball 2018 in the area of Rathausplatz and in the event rooms of the city hall.

Client: Life+ association for direct support of HIV-positive persons and persons down with AIDS

Service: Health and safety engineering

LINK . Life Ball

There are 12 classes of an open secondary modern school in Carlbergergasse 72 in 1230 Vienna, which was built in 1999. An annex to the existing school building will be realized for the creation of additional rooms. The annex comprises the new construction of 9 elementary school classes with all-day care including side rooms and an underground gym hall as well as the extension of the existing secondary modern school by 4 classes including side rooms. The open areas of the school are appropriately designed for pupils and instruction.

The annex is situated on the available hard court so that it can be connected to the existing building on two sides.

The project is in the basic design stage at the moment. Construction start is planned on 15 October 2018. Operation of the newly erected school building shall start in August 2019.

Client: Vienna municipal authorities MA 56 represented by WIP Wiener Infrastruktur Projekt GmbH

Services as subcontractor for Klammer * Zeleny Architekten ZT GmbH: Design-build, static and structural design, tender / cost estimation, building physics, site supervision, health & safety engineering, check engineering

The extension / rehabilitation of the Voest bridge in Linz started at the beginning of 2018.

Two bypass bridges were erected and a multitude of further objects were reconstructed or newly built (bridges, underpasses, abutments) in the first section in lot AST Hafenstrasse – Junction Urfahr.

Client . ASFINAG

Service . Check engineering

LINK . orf.at
LINK . asfinag.at

The launch of the approx. 500 km long traffic project Nürnberg-Berlin (VDE 8) is planned for 10 December 2017. This project shortens the travelling time from Munich to Berlin by railway to only four hours. The section Ebensfeld – Ilmenau (VDE 8.1) is a double-track electrified railway route for the high-ranking passenger and freight traffic with a length of approx. 66 kilometres and a maximum speed of 300 km/h.

VCE carried out the track system in form of a ballastless track of the sections VDE 8.2 (in operation since 12/2015), VDE 8.1 Lot Centre and Lot South on a length of approx. 160 km.

Services: Approval design, detailed structural design, as-completed drawings, participation in launching, bridge checks, noise protection design incl. foundation and noise assessment

> to the project
> to the project VDE 8.2 measurement

A shared zone was established in front of the new vocational training school in Waldegg in compliance with the citizens. The shared zone has a length of 315 m and an area of 5850 m².

For an improvement of recreational opportunities part of the existing park got a facelift by additional seating furniture and a small lake.

In due time for the opening of the shared zone on Sunday, 17 September 2017, the reconstruction of the provincial vocational school and the object for assisted living were completed.

Architect: Architect Weidinger

The project Meerwind South / East consists of the two offshore wind parks Meerwind South and Meerwind East, which were planned and constructed 23 km north of Helgoland island in the North Sea and are maintained from Helgoland. The wind park comprises a total of 80 wind energy plants with a performance of 3.6 megawatt each. The network is supplied with a performance of up to 288 MW via a transformer platform.

The foundations (mono-piles and transition pieces) of all 80 wind turbines are equipped with a condition monitoring system by Airwerk GmbH for permanent condition monitoring and monitoring of the ageing behaviour (fatigue). All measurement data are transmitted to an onshore server, analysed by software routines and all results are made available to the client in a web-user interface.

Client: Airwerk GmbH

Services: Software for data transmission, software for data analysis, web-user interface, support in the preparation of the monitoring reports for the authorities

Four underground railway lines are being constructed on a total length of 172 km in Doha, Qatar, in the scope of phase 1 of the Doha Metro project. At the end of May track slab design was approved by the Design Verification Engineer DVE. Furthermore the noise and vibration assessment was completed and the effectivity of the mass-spring systems was verified in a 1:1 in-situ test.

The track system is currently under construction. It is designed as ballastless Porr slab track system including light and heavy mass-spring systems as required. All in all approx. 80% of the precast track slabs have been already produced and are being installed continuously. The section comprises tunnel, at-grade and bridge sections. In addition turnout areas and the associated transition areas on ballastless track were developed and planned. The track design was revised and adapted for the installation of the slab track system.

VCE carried out noise and vibration assessment determining emission reduction measures (e.g. mass-spring systems) for providing the protection targets regarding vibrations, ground-borne noise and airborne noise. In order to verify the effectivity of the proposed mass-spring systems, true size mock-ups were installed, tested and their performance was verified.

The section of Phase 1 is to be put into operation in 2020, in due time before the start of the Football World Cup in 2022.

Service: Project development and system configuration, concept and detailed design total track system, alignment, noise and vibration protection design, measurements on site

Client: Porr Qatar Construction WLL

> to the project

Stephansplatz is one of Austria‘s most prominent places due to St. Stephen’s Cathedral. Therefore this important central square shall be completely refurbished and its surface redesigned. For this purpose 36,400 granite slabs and stones are laid. In addition 1,500 t of asphalt concrete and 5,500 t of drain concrete are installed. Apart from surface assembly a second drainage level for the protection of the subterranean structures (catacombs and Virgil Chapel) is established. Furthermore, essential parts of the installations are relocated or renewed.

The construction works started in March 2017 and shall be concluded by November 2017.

Client: MA 28 – Vienna’s municipal authorities for road administration and construction, in cooperation with Kirsch ZT GmbH

Services: Traffic design, project control, tender

At the left bank of the Danube Canal, at river kilometre 7.355, serious settlements as well as material erosion due to scouring was determined for one abutment. Therefore a renovation of the side wall on a total length of approx. 130 metres was required. The remedial actions were implemented by an additional sheet pile wall.

The new sheet pile wall shall be completed in March 2017.

Services: Tender, structural design, site supervision, construction coordination

The project City Tower Vienna was successfully concluded in November.

In the course of the maintenance of the building the exterior toughened safety glass panels of the facade were exchanged with laminated safety glass. All in all approx. 7,250 m² or approx. 2,850 glass panes were substituted.

In parallel the total natural stone facade was inspected and refurbished. Furthermore safety measures regarding accessibility and guardrails were planned and implemented.

Client: City Tower Vienna Errichtungs- und Vermietungs-GmbH

Services: Design, tender, contracting and site supervision

On 7 September a topping-out ceremony and an open building site day took place on the occasion of the completion of the preliminary structural works of the underground railway station Rotes Rathaus.

The project “Lückenschluss U5” extends the previous U5 Line from Alexanderplatz to Brandenburger Tor and merges it with U55 there. Apart from 2.2 kilometres of tunnel routes, three new railway stations “Unter den Linden“, “Museumsinsel“ as well as “Rotes Rathaus” are constructed in the centre of Berlin.

Seven centrally arranged supports carry a major part of the floor load in the station “Rotes Rathaus“. The column heads look like mushrooms due to their funnel shape and shall remind of the old vault of the medieval town hall. 

Construction works and surface restoration shall take place after the completion of the structural works. The opening of the total route of the U5 is expected in 2020.

Client: BVG Berliner Verkehrsbetriebe

Design of Station Rotes Rathaus: Collignon Architektur

Services: Services in consortium with artus Architekten and Schüsslerplan: Project control, site management, site supervision of structural works, finishing works, cable routeing

The existing, approx. 95 m long, network arch bridge consists of a timber arch and a prestressed concrete bridge deck, which is suspended by means of 68 prestressed steel rods (MacAlloy system).

The aim of the current investigation was the measurement-based determination of the effective forces of all 68 rods of the network arch bridge during the individual construction phases and 12 months after completion with BRIMOS^® Structural Health Monitoring.

The basis for investigation was geometrical information on all tie rods and the corresponding product specifications. According to the bending beam theory of mechanical engineering an analysis tool for the determination of the tension forces was established on the basis of the measured eigenfrequencies and applied in the course of the attendant dynamic construction element measurements.

Services: Methodology for the determination of the tension forces in the existing construction element series, dynamic measurement of all bridge anchoring devices, periodic determination of the tensioin forces in all hangers

After numerous adjustment processes the road surface project Herrengasse was released for implementation. The privately financed road project represents an important axis between Freyung and Michaelerplatz. In this section several palaces, hotels, ministries, Vienna’s first high-rise building and the Loos house are located. Apart from Herrengasse, Fahnengasse and parts of Wallnerstrasse are reconstructed as well.

With the implementation of the project this area receives an adequate surface for underlining historically important buildings. Apart from the new high-quality pavement (Austrian granite), lighting is also brought to the state of the art. The existing traffic organization is modified to a shared zone, which creates more areas for pedestrians and pavement cafés.

The preliminary works – installation of fixtures – will start at the beginning of April 2016, the actual surface works will start at the end of May 2016. The conclusion of the works is expected by mid-November 2016.

Client: HG+ Interessentengemeinschaft Herrengasse

Services: detailed design, tender design, project control, traffic design

On 21 January 2016 the foundation stone ceremony for the new building took place with the participation of politicians, staff members of the hospital and neighbours.

Obstetrics and oncology have already been among the focuses of the St. Josef Hospital for some time. This specialization shall be even intensified in future. Core piece is an annex which shall be opened in 2018. The extension shall result in an increase of capacities from 2000 to 3000 births as well as in the realization of the development to a specialized clinic for oncology. Up to 2020 the existing building shall be also comprehensively rehabilitated. The reconstruction is carried out without any interruption of hospital operation.

Completion phase 1: 2018
Completion phase 2: 2020

Services: site supervision

Low-cost residential buildings were developed , which can be quickly and easily assembled, with the company GHS Global Housing Solutions. At the moment the following models exist:  Family Home for permanent solutions as well as the Emergency House and the Temporary Housefor a flexible use in disaster zones.

GHS Family Home: A GHS family home is a permanent and sustainable housing solution. The housing system consists of a high-quality synthetic formwork which is filled with concrete and should therefore endure natural disasters like earthquakes and hurricanes and be bulletproof.

GHS Temporary House: The GHS “temporary housing” programme is the fastest and most low priced solution for the humane accommodation of persons with an urgent need for housing. The basic model offers space for up to 20 persons. Thus existing family structures or similar social connections can be maintained. This housing type comprises four bedrooms, one kitchen, two separate & furnished sanitary rooms as well as one training classroom on approx. 136 m².

GHS Emergency House: The housing system was developed as emergency accommodation especially for disaster operation. The house is built on a wooden foundation so that it can be easily demounted and re-erected somewhere else anytime if necessary.

Services: structural design

The new building is erected as separate structure at the campus of the University of Music and Performing Arts in the 3^rd district of Vienna on behalf of BIG. The building will comprise three institutes of the university in its two underground and three above-ground floors with a concert hall, a sound theatre, a big recording hall, teaching studios, practice rooms and a cinema.

On 16 July 2015 planning was initiated by a kick-off meeting. At the moment user coordination is carried out and the concepts of the individual expert planners are worked out and coordinated. The submission of the preliminary design is planned for the end of September 2015.

Design management: Pichler & Traupmann Architekten ZT GmbH

Services of FCP: Design management internal coordination, static and structural design, commercial management, tender preparation, project leader and planning coordinator, check engineer

Three new traffic light symbols on the topic of diversity were designed for 49 selected pedestrian crossings in Vienna. The design shows one symbol each for red and green traffic lights.

Traffic safety – raised awareness during the red phase – and conveyance of up-to-date social topics (diversity) are the focuses of this campaign. It was important to us to represent the contents in a congenial and positive way. It had to be considered that the fixed size of the light signal diameter only allowed a limited illustration. A quick perceptibility of the contents without affecting traffic safety was essential.

The section U1/13 "Turnout System Favoritenstrasse" is part of the extension of the underground railway line U1 from the station "Reumannplatz" to the district Oberlaa. The Tunnel will be constructed on one hand with the open cut method and on the other hand with the cut and cover method. The temporary construction pit will be managed with several pile walls. In total, 870 bore piles will be deepened with a total length of approximately 12 km. Theexcavation at this construction stage amounts to approx. 80,000 m³. Currently, the last bore piles are produced and the excavation and structural works are running at full speed.

Services: structural design (submission design, tender design, examination of variants, detailed design); traffic planning

In December 2014 the Drau river crossing of the Koralm railway line was completed and delivered with the assembly of the last noise barrier stays after two years of construction.

Starting with the competition VCE has successfully monitored this project during all its design and construction phases and has handled it to the full satisfaction of the client.

The restaurant Steirereck in Vienna’s Stadtpark shall be re-launched.  Actually the restaurant was extended by a pavilion into the direction of the park. “All-the-year garden operation” shall be provided.

The restaurant and the park are connected via the metallized facade and the windows that can be moved beyond the edge of the roof. The roof area is used as herb garden. The two newly erected basement floors accommodate the extension of the kitchen premises.

Architecture: PPAG architects ztgmbh

Services VCE: Technical and financial control

Starting in August 2014 the first load tests were carried out at the new route VDE 8.2 Erfurt-Leipzig/Halle. Subsequently test runs at different speeds up to a maximum speed of 330 km/h were performed with ICE-S trains.  

In the scope of these tests VCE determined the longitudinal stresses of the rails at a total offive measuring sections on three viaducts (Scherkonde valley, Unstrut valley and Saale-Elster valley). Among other things, they served for the verification of the calculations carried out by VCE in the scope of track system design.

In a total of six weeks 16 new measurement systems with 130 strain gauges and approx. 3000 m of cables were installed. In addition a further section was instrumented with four accelerometers and 36 displacement transducers for the determination of track system deformation.

The measurements of the test and load runs with up to 330 km/h were subsequently supervised on site for a further four weeks. All in all the test runs showed that the behaviour of the track system is non-problematic.

Services VCE: Measurements and analyses of longitudinal stresses of the rails and track deformations

Sections O2-O3

The objective of the project Tram/Regional Railway in central Tyrol is the establishment of an efficient infrastructure for the local public transport.

VCE was assigned with the noise and vibration engineering design of fünf sections of the link Völs– Rum in the urban area of Innsbruck.

The services include a comprehensive survey of the buildings and the current noise and vibration exposure as well as the prediction of expected immissionsand the planning of any required measures.

> Animation IVB at Youtube

Mayreder Bridge is designed as a pedestrian and cycle path bridge for crossing the existing and future traffic routes in the area of the existing U2 station Aspern.

Currently variation studies are carried out for the project in order to find the optimum solution for the design of the northern forecourt.

Construction is scheduled to start in spring 2015 and it is to be opened and released to traffic in autumn 2016.

Architectural co-design: Treusch architecture

The fortress of Golubac including accessory projects shall be turned to a major tourist attraction of the region. For this purpose the historic and listed fortress of Golubac is revitalized and expanded by tourist facilities. Currently a road passes through the fortress (approx. from the 13^th century). For touristic utilization of the fortress this road has to be relocated. In the course of this new road (length approx. 800m) a tunnel has to be built as well (approx. 200m).

For an increased touristic attractiveness of the region a new visitor centre with connected archaeological park is established. In addition the Danube bank in the area of the project is equipped with a pedestrian and cycle path.

Furthermore a pier will be erected, which should enable tourists and persons passing the fortress by boat to visit the fortress.

The construction and revitalization works are carried out in close cooperation with the authorities for archaeology and the department for monument protection.

The project is funded by the European Commission, the implementation of the project and the administration of the budget is performed by the Austrian Development Agency (ADA) – the Agency for Austrian development cooperation.

Architect: Marija Jovin, ALBO inzenjering
Visualisations © Boris Horosavin

On 22. November 2013 the last two platforms (8/9) of the new Salzburg main railway station were put into operation.

During the four-year reconstruction phase the important TEN junction became a modern through station. The reconstruction works took place under full operation of the station and were continuously supervised by the Austrian authority for the preservation of historical monuments.

The total reconstruction comprises 4,000 m² of leased areas, 3,200 m² of technical facilities/infrastructure and 2,800 m² of passage/ exploitation under the tracks in the new part as well as approx. 10,000 m² of useful area in the existing building.

The successful integration of both historic arched roof structures into the modern platform roof with approx. 22,000 m² was awarded the Austrian Design Prize and the European Steel Construction Prize in 2013.

Services for ÖBB infrastructure new construction project:

• Project control
• Building coordination
• Maintenance and waste management concepts
• Design coordination of temporary solutions
• Expertise cost allocationInfra - IMMO
• Wind tunnel tests and computer-aided simulations

Services for ÖBB real estate project (station building):

• Building coordination
• Site supervision construction, electrical engineering, heating, ventilation, air conditioning and refrigeration (HVACR)

On 4 October the campus of the Vienna University of Economics and Business Administration(WU) was inaugurated. In a construction period of only 4 years a modern campus for the WU was established on an area between the exhibition center (Messe) and Prater with a useful area of approx. 90,000 m².

The core area is composed of the oblique Library & Learning Center (LLC) designed by the architect Zaha Hadid. All in all more than 25,000 people will frequent these six building complexes designed by six different international architects, in between generous open spaces invite people to pause.

Architecture:

• Executive Academy (EA): NO.MAD Arquitectos, Madrid
• Library & Learning Center (LLC): Zaha Hadid Architecture, Hamburg
• Departments 1 / Teaching Center (D1 TC): BUSarchitektur ZT GmbH, Wien
• Departments 2 / Students Center (D2 SC): Atelier Hitoshi Abe, Sendai
• Departments 3 / Administration (D3 AD): CRABstudio, London
• Departments 4 (D4): Estudio Carme Pinós S.L., Barcelona

Services: Technical and financial control

In the course of the project "Ersatzmaßnahmen Heiligenstadt" construction measures on the Handelskai marshalling yard designed by us will be completed this month.

Services: Submission design, tender, detailed design, design of signalling and communications facilities, static calculations, coordination of construction works

The existing Pavilion 4 of the geriatric centre Baumgarten in 1140 Vienna, which is a listed building, is currently reconstructed to a multi-purpose hall. The two existing brick masonry vault and the roof structure are completely demolished. In the interior several reinforced concrete frames and a new reinforced concrete floor is built. As only about a third of the existing pavilion is used as multi-purpose hall, the authorities required a complete separation of the two buildings. For this purpose a 4 cm wide earthquake joint is cut into the existing approx. 60 cm wide masonry by means of a wire saw.

In the scope of the innovation test runs 2012 on the new route Vienna – St. Pölten extensive measurements were carried out at a total of 9 measurement sections.

The measurements comprise the recording of sound emissions on the free route and in the tunnel, the effectiveness of the floating track slab systems in Lainzer Tunnel, the dynamic interaction of bridge structures, the effectiveness of a noise protection wall near a track and the behaviour of the track system in case of velocities up to V = 330 km/h.

On the basis of the recorded measurement data important findings regarding safety relevance, effectiveness and efficiency could be acquired. The surveys prepared represent the basis for the start of operation of the route in December 2012.

» Project

On the 4^th of July the construction works for the underground extension U1- South towards Oberlaa began.

Currently, at the construction section U1/10 – Troststrasse utility relocations are carried through, the foundation of the house is reconstructed and reinforced, the concrete pile walls are drilled out for the construction of the bay construction, confined water wells for the future dewatering System are extracted, and DSV-columns are dashed for the construction using NÖT of the station tunnel track 2.

On Wednesday, 30 May 2012, the residential building Donaufelder Strasse was inaugurated by the non-profit building and housing cooperative "Neues Leben". Dr. Michael Ludwig, city councillor for residential building and urban redevelopment, Ing. Heinz Lehner, district manager for the 21st district in Vienna, Norbert Walter, MAS, municipal council as well as Director Karl-Heinz Stadler, Chairman, took part in this festivity.

The construction works for the vocational school in Mistelbach were officially started on 12 March 2012. Currently the building company is carrying out excavation and temporary construction pit system works (retaining walls by means of soil nailing + shotcrete) towards the road. As a next step before the start of the concreting works of the base plate soil stabilization measures, i.e. deep compaction by means of grouted vibro-replacement stone columns, are taken.

A temporary port will be built in the area of the Marx-Engels-Forum for the large-scale project "Lückenschluss Linie U5" in the heart of Berlin. The port will be used for the transportation of construction materials. The port basin will be 80 m long and 9 m wide. In the scope of the underground railway construction a maximum of three barges will dock daily in order to remove approx. 160,000 m³ of excavated earth and to deliver approx. 18,000 precast concrete components.