More than 60 years of experience
Transcription
More than 60 years of experience
Inženjerski projektni zavod d.d. Prilaz baruna Filipovića 21, 10000 Zagreb Phone: 00385 1 3717 300 Fax.: 00385 1 3717 309 E-mail: uprava@ipz.hr www.ipz.hr More than 60 years of experience in infrastructure engineering design! 02 03 // Company Profile Inzenjerski projektni zavod is a company specialized in infrastructure engineering design and has been active in this field for over 60 years now. The Government of the Republic of Croatia has established IPZ in 1948 as a national company for development of all kinds of designs for roads, road structures and water engineering facilities. Actively participating in the reconstruction of the country that has suffered huge destruction in the war and in the modernization of the traffic infrastructure in Croatia and in other countries of the former Yugoslavia, IPZ has over the period of sixty-two years developed more than 7,200 studies, conceptual designs, investment programmes, preliminary, main and capital investment designs, expert opinions and other pieces of technical documentation. 04 05 // Company Profile more than 50% or all roads and motorways in the Republic of Croatia, as well as the IPZ has designed 1993. first motorway in the former Yugoslavia, several hundreds of bridges, many tunnels, several dozens of engineering structures, ranging from industrial plants to transformer stations, thousands of kilometres of water supply and sewer systems, hundreds of water tanks, etc. Vrbovec Sv. Helena Gornja Ploča Gračac An important date in the development of IPZ is the year 1993, when IPZ was privatized and transformed into a joint stock company owned by the former and present employees. Almost two decades of independent operation and growth in market conditions on both Croatian and international markets have confirmed the Company’s strength and vitality. Motorways and national roads in Croatia constructed according to IPZ’s designs. 06 07 // Company Profile In terms of results, human resources, technical equipment and implementation of cutting-edge approaches and solutions in design and supervision, IPZ is today a leading Croatian company for infrastructure engineering design. Our team of almost one hundred specialists, experts and other staff members represents our main value and IPZ is able to realize the most complex tasks in designing roads, bridges and water engineering facilities. 17 Administrative employees 6.000.000.00 € 4.000.000.00 € 43% 90% 11.831.464,78 € Other photocopier attendants, accounting, administration 12.197.507,04 € Draftsmen 6.395.049,58 € Civil Technicians 11.131.172,22 € 8.000.000.00 € 11.948.054,27 € 10.506.184,98 € 10.000.000.00 € 12.306.366,15 € 10 10.918.237,74 € 16 13.520.352,80 € 12.000.000.00 € Graduate Engineers Production employees 2000-2009 Annual Revenues Review 14.000.000.00 € 6.587.320,85 € EMPLOYEES INCOME 51 2.000.000.00 € Certified Engineers Engineersin-training 2009 2008 2007 2006 2005 2004 2003 2002 10% 2001 0.00 € 2000 8% 09 // Company Profile TECHNICIAN CERTIFIED DESIGN ENGINEER TECHNICIAN HEAD OF ROAD DEPARTMENT C-1 CERTIFIED DESIGN ENGINEER CERTIFIED DESIGN ENGINEER CERTIFIED DESIGN ENGINEER CERTIFIED DESIGN ENGINEER HEAD OF ROAD DEPARTMENT C-2 MEMBER OF BOARD OF DIRECTORS CERTIFIED DESIGN ENGINEER CERTIFIED DESIGN ENGINEER CERTIFIED DESIGN ENGINEER CERTIFIED DESIGN ENGINEER PRESIDENT OF BOARD OF DIRECTORS TECHNICIAN ASSOCIATE DESIGN ENGINEER DRAFTSMAN CERTIFIED DESIGN ENGINEER HEAD OF ROAD DEPARTMENT C-3 DRAFTSMAN TECHNICIAN CERTIFIED DESIGN ENGINEER CERTIFIED DESIGN ENGINEER BOARD OF DIRECTORS DRAFTSMAN TECHNICIAN DRAFTSMAN ASSOCIATE DESIGN ENGINEER ASSOCIATE DESIGN ENGINEER DRAFTSMAN PARTNERS ASSOCIATE DESIGN ENGINEER The organizational structure of our company is based on the specialized departments, whose specialist know-how is best manifested in teamwork and in the cooperation both within the company and with other companies. The solutions we in IPZ offer to our clients are based on our own experience and knowhow and on the cooperation with our strategic partners and are therefore able to deliver complete and comprehensive designs. CERTIFIED DESIGN ENGINEER TECHNICIAN CERTIFIED DESIGN ENGINEER MEMBER OF BOARD OF DIRECTORS HEAD OF BRIDGE DEPARTMENT M-2 CERTIFIED DESIGN ENGINEER DRAFTSMAN CERTIFIED DESIGN ENGINEER TECHNICIAN CERTIFIED DESIGN ENGINEER CERTIFIED DESIGN ENGINEER ORGANIZATION As an integral design unity we are organized in nine departments, as follows: Three departments for road design CERTIFIED DESIGN ENGINEER HEAD OF BRIDGE DEPARTMENT M-3 HEAD OF URBAN TRAFFIC DEPARTMENT Traffic signalling and road furniture designs. In our work we are using the state-of-the-art equipment and software: for road design we use Plateia, CARD/1 and Vestra software and AutoCAD Civil3D tool for interactive modelling. Noise protection on the roads is designed in the SoundPLAN software. For design of water engineering facilities we use Hydra, Canalis, Aquaterra and WaterCAD programmes. For structural engineering we use structural analysis tools Sofistik, RM Bridge V8i, Allplan and SCIA. For reinforcement calculation and drawings we use ArmCAD and ArmCAD 2000. DRAFTSMAN TECHNICIAN CERTIFIED DESIGN ENGINEER TECHNICIAN DRAFTSMAN CERTIFIED DESIGN ENGINEER CERTIFIED DESIGN ENGINEER TECHNICIAN HEAD OF WATER ENGINEERING DEPARTMENT V-1 CERTIFIED DESIGN ENGINEER CERTIFIED DESIGN ENGINEER CERTIFIED DESIGN ENGINEER CERTIFIED DESIGN ENGINEER DRAFTSMAN TECHNICIAN One department for urban roads and One department for general, administrative and technical services. Designs of electric power supply, illumination and all electrical and TC installations. ASSOCIATE DESIGN ENGINEER CERTIFIED DESIGN ENGINEER CERTIFIED DESIGN ENGINEER Two departments for bridge and engineering structures design Two departments for water engineering facilities CERTIFIED DESIGN ENGINEER Topographic survey and land acquisition studies. CERTIFIED DESIGN ENGINEER HEAD OF WATER ENGINEERING DEPARTMENT V-2 GENERAL, ADMINISTRATIVE AND TECHNICAL SERVICES CERTIFIED DESIGN ENGINEER ASSOCIATE DESIGN ENGINEER TECHNICIAN CERTIFIED DESIGN ENGINEER DRAFTSMAN ASSOCIATE DESIGN ENGINEER SOFISTIC Software ACCOUNTING HUMAN RESOURCES TECHNICAL SERVICES MAINTENANCE RECORDS OFFICE RM Bridge V8i Software 10 11 // Company Profile REDUCTION OF WIND SPEED BEHIND THE WINDBREAK CORPORATE PRINCIPLES The main guideline in IPZ’s business policy is to deliver economically and technically most efficient solutions at each level of client’s investment into respective projects. Such an approach can be applied only in highly professional working environment, with an encouraging working climate and strict quality compliance system. The management system in IPZ has been harmonized with the provisions of management standards ISO 9001:2008. ENVIRONMENTAL PROTECTION Our quality system ensures a high quality of our work and harmonization of our activities and results with clients’ wishes and needs. In the elaboration of optimal economic and technical solutions special attention is paid to environmental issues. In this way IPZ is integrating all processes into coordinated results/designs aimed at meeting client’s needs both in terms of the quality of our services and of the impact of our solutions on the environment. 12 // Company Profile 13 OPERATIVE AND STRATEGIC MANAGEMENT The shallow management structure of IPZ enables quick decision-making and flexible approach to work. The Management Board members are directors who are in direct contact with clients and have first-hand knowledge of clients’ needs. In the cooperation with department managers/team leaders they ensure that the wishes and needs of our clients are respected and met optimally. Shareholders through their representatives in the Supervisory Board make the decisions on the strategic development of the company. SUPERVISORY BOARD BOARD OF DIRECTORS Chairman Josip Sekopet Member Dragutin ©poljar Member Damir Gracin Member Stjepan ©torga Member Ivan Dumbović President of the Board of Directors Mario Erdelji Member and Head of Road Department C-3 Irena Kršinić Member and Head of Construction Department M-2 Zoran Lončarec IPZ has a rich experience in working with international partners and has both the required quality and the strength for international markets. We in IPZ are confident that in cooperation with strategic partner we can confirm our ability to perform the work we are entrusted with in line with the highest professional standards and client’s requests regarding deadlines and commercial terms. In short: IPZ has tradition, know-how, professional skills and state-of-the-art equipment, as well as ability and need to cooperate with high quality partners. 14 15 // Company Profile IPZ’s business activity mostly includes civil infrastructure engineering: ROADS Motorways National roads and lower rank roads Intersections Toll Stations - Interregional intersections of two motorways or express roads Closed Toll System - Trumpet interchanges - Motorway entrance/exit - On intersections - Frontal A5_Intersection Sredanci of roads A3 and A5 A1_Stretch of the Motorway around the City of Otočac A6_Approach to the Tunnel Čardak A3_Detail of the road through the region of Slavonia A6_Intersection Bosiljevo of roads A1 and A6 in hilly terrain A2_Intersection Krapina A2_COKP (Roadside Maintenance and Traffic Control Centre) Krapina A3_Toll station in Intersection Županja 16 17 // Company Profile Tunnels Roadside Service Facilities - Tunnels in unfavourable materials (pipe roof) - Roadside rest areas including various facilities (gas station, car park, restaurant, motel) - Tunnels in stone material Roadside Maintenance and Traffic Control Centre - Winter maintenance service - Remote traffic control Tunnels designed by IPZ show the highest safety level in Europe and have been recognized as such: In 2005 the Plasina Tunnel was classified as one of the safest in Europe according to ADAC requirements In 2009 the Tuhobić Tunnel was classified as second best in Europe according to EUROTRAP (European Commission Programme) A1_Roadside Maintenance and Traffic Control Centre ©ibenik A1_Tunnel Plasina A3_Tunnel Levačica A6_Tunnel Vrata A1_Roadside rest area Dobra A3_Roadside rest area Spačva A2_Roadside Maintenance and Traffic Control Centre Varaždin 18 19 // Company Profile URBAN ROADS In order to avoid traffic jams in cramped spaces of dense development, urban roads must be constructed as grade separated facilities with specific shapes of span structures. BRIDGES AND VIADUCTS The brief review of designed structures includes only major and important recent facilities. It is therefore that hundreds of culverts of underpasses, overpasses and minor bridges constructed in the road network of the Republic of Croatia were not included here. Our selection shows the development and acceptance of new technologies, aimed at reduction of construction and maintenance costs and at increased durability of structures, all in compliance with stricter EU regulations. Most Mladosti bridge in Zagreb Zagreb_Intersection Držićeva ulica/ Slavonska avenija Zagreb_Intersection Radnička cesta/ Slavonska avenija 20 21 // Company Profile Steel Girder bridges Steel Bridges and Viaducts The following pages show photographs of various systems of steel bridges. Steel Arch bridges Maslenica Bridge Viaduct Limska Draga Bridge over the Krka river at Skradin Gacka Bridge Most Slobode bridge in Zagreb Viaduct Dubračina in Crikvenica The bridge over the Sava River in Zagreb 22 23 // Company Profile Bridges and Viaducts of Reinforced Concrete DEVELOPMENT OF PREFABRICATED BRIDGE SUPERSTRUCTURES The progress of construction technology is best shown in the review of bridges and viaducts of standard span lengths constructed of reinforced concrete - this can be observed primarily in the development of superstructure cross section, but also in the changes of the longitudinal disposition of the facility. PREFABRICATED BRIDGE SUPERSTRUCTURES Development of cross section Up until a few years ago almost all bridges and viaducts with standard span lengths in the motorway route were prefabricated bridge superstructures. Depending on the soil type their foundation was either shallow or drilled piles. The substructure is mostly entirely monolithic (only pier heads were sometimes constructed as semi-prefabricated). Bridge superstructures were always realized of prefabricated prestressed girders of reinforced concrete that were mostly erected by launching truss, rarely by cranes. The length of prefabricated girders ranged from 25 m to 40 m and span lengths of individual fields of such structures corresponded to the length of prefabricated girders. Span lengths of individual fields exceeding 50 m were reached only rarely, by construction of cantilever overhangs on pier heads, into which the prefabricated girders were subsequently inserted. Initially only girders with I-shaped cross sections were used. Following the erection they were connected in the cross direction by in situ execution of joints in the upper chord level of prefabricated girders. The durability and the transversal rigidity of the integral superstructure constructed by such cross-connecting of prefabricated girders was insufficient. Transversal rigidity may be improved by subsequent implementation of rigid cross girders, but this design of structures was abandoned due to the fact that the durability of this type of connection is not satisfactory. A significant improvement of durability has been achieved by construction of 20 - 25 cm thick slab of reinforced concrete above the upper girder surface. The result was that the durability of the superstructure of prefabricated girders became closer to the durability of the monolithic superstructure. In instances where prefabricated girders were used whose chords were not touching after assembly, soft supported reinforced-concrete sacrifice formwork was used. Further development resulted in the advent of wide flange prefabricated I-girders whose upper chords were touching after the assembly, so that no formwork is necessary for concreting of the deck slab. The most recent guidelines exclude the formerly most commonly used I-girders and instead include the rarely used passable box girders and mostly used prefabricated T-girders. Development of longitudinal disposition Individual fields of the so constructed superstructures were usually connected in longitudinal direction by continuity slabs providing continuity without expansion joints along the entire structure, even on structures with length exceeding 500 m. Continuity slabs provide driving comfort; they transmit horizontal forces, but do not transmit moments from one field to another. In terms of statics, such structures are composed of a series of simple grid structures. Through further development continuity slabs evolved into a strong transverse bond, whereby the entire superstructure became a continuous girder of a series of grid structures. Viaducts Osojnik and Severinske Drage Viaduct Stara Sušica Limitations of the application of prefabricated girders The above-described development resulted in significantly improved durability. Limitation factors of this technology are span lengths of individual fields – they are limited to maximally ca 40 m. Construction of larger spans is too expensive and thus not acceptable. In view of the increased labour price even the realization of standard span lengths becomes expensive due to the large share of labour price in the overall price of structures. Bridge Dobra Viaduct Golubinjak Viaduct Vršci and tunnel Plasina 24 25 // Company Profile MONOLITHIC SUPERSTRUCTURES EXAMPLES OF INCREMENTAL LAUNCHING EXAMPLES OF LONGITUDINAL DISPOSITION MONOLITHIC SUPERSTRUCTURES The decreased share of price of human labour in the overall price of the structure is a result of modern technologies for construction of monolithic superstructures, in the first line the incremental launching method and construction on self-supporting floating scaffold. Considering the fact that the prices of the equipment for the above construction methods have dropped significantly, the construction of monolithic superstructures is able to compete with the technology of prefabricated girders. Our designs including construction on self-supporting floating scaffold were not realized; however, the incremental launching method was applied in the construction of many long and high bridges and viaducts. Incremental Launching Technology Structures with span lengths ranging from 30 m to 50 m, their overall length ranging from 300 m to as much as 940 m and their construction was even less expensive then the construction with prefabricated elements would be. As a rule, the cost effectiveness of structures constructed by incremental launching method increases with increasing span lengths, whereby the spans of 50 m are standard and economical. The expense of procuring steel nose, launching presses and braking system is soon recovered through lower cost of construction. Structures realized by this method are exceptionally durable and the closed box beneath the deck slab is favourable in case of frost. Viaduct Most Bajer Viaduct Hreljin Viaduct Rašćane Viaduct Zečeve Drage 26 27 // Company Profile Designs under development and tender documents 01. Incremental launching method for composite superstructure 02. Double composite superstructure of the bridge over the river Sava on the corridor VC Main design of composite structure has been designed that included incremental launching of the steel structure and subsequent construction of concrete deck slab on the floating scaffold for a viaduct with individual span lengths of 62.5 m and overall length of more than 900 m. This design has not yet been realized. Elaboration of the conceptual design of the bridge over the Sava river at Jarun Lake Main design of the continuous double composite girder bridge over the river Sava on the European corridor VC has been completed. Procedure for obtaining building permit is underway. The overall length of the bridge is 660 m and the main span is 130 m. 03. 04. 05. Cross section and longitudinal section of the bridge over the Sava river at Svilaj, on the European Corridor VC. Elaboration of the conceptual design of the bridge over the Sava river at Bundek Lake 28 29 // Company Profile WATER ENGINEERING FACILITIES WATER SUPPLY SYSTEMS Intakes and water plants Potable water conditioning plants Water tanks Regional and interregional water supply systems Water supply networks and pipelines Submarine pipelines Control room Pumping station intake Portable water treatment plant 1,0 m3/s Submarine pipeline Sedimentation tank Water tank Laying Pipe 30 31 // Company Profile WATER ENGINEERING FACILITIES WASTEWATER DISPOSAL AND RAINWATER DRAINAGE SYSTEMS Urban sewage disposal systems Sewage collection facilities Pumping stations and pressure pipelines Wastewater Treatment Plants Offshore Outfalls Wastewater treatment plant ES 1 200 000 Watercourse regulation along the motor way route Treatment of rain water from the motor way Sea coast improvement Construction of collector