{"id":17,"date":"2019-08-19T08:12:10","date_gmt":"2019-08-19T06:12:10","guid":{"rendered":"http:\/\/nowa.pim-projekt.pl\/?page_id=17"},"modified":"2021-03-29T15:52:47","modified_gmt":"2021-03-29T13:52:47","slug":"realizacje","status":"publish","type":"page","link":"https:\/\/pim-projekt.pl\/en\/realizacje\/","title":{"rendered":"Projects, we have carried out"},"content":{"rendered":"

Projects, we have carried out<\/h2>\n

 <\/p>\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n
Design preparation date<\/strong><\/td>\nCompletion date<\/strong><\/td>\nOwner<\/strong><\/td>\nName and description<\/strong><\/td>\n<\/tr>\n
2000<\/td>\n2001<\/td>\nVolkswagen Pozna\u0144 Sp. z o.o.<\/td>\nA sand storage building – a comprehensive design of a storage building with a steel and reinforced concrete structure.<\/td>\n<\/tr>\n
2000<\/td>\n2000<\/td>\nVolkswagen Pozna\u0144 Sp. z o.o.<\/td>\nA reinforced concrete ventilation stack with reinforced concrete inlet ducts.
\nThe investment project is part of the new paint shop of VW Pozna\u0144 located in Pozna\u0144-Antoninek.
\nThe stack, 68.00 m high and with dimensions of 6 x 11 m, rests on piles and elastically supported, through the inlet ducts, on the steel structure of the building.<\/td>\n<\/tr>\n
2001<\/td>\n2001<\/td>\nLafarge Cement Poland<\/td>\nA slab foundation underneath a heater tower, resting on piles.
\nThe investment project is part of a new clinker firing line at the KUJAWY cement plant in Piechcin near \u017bnin in the Kujawsko-Pomorskie province.
\nThe height of the tower is approx. 130 m.
\nThe number of piles is 72.
\nThe surface area of the foundation is approx. 1,000 m2<\/sup>.<\/td>\n<\/tr>\n
2002<\/td>\n2002<\/td>\nLafarge Cement Poland<\/td>\nThe foundation of a raw material (limestone) ball mill.<\/td>\n<\/tr>\n
2001<\/td>\n2001<\/td>\nWrigley Poland<\/td>\nReconstruction of a production building with a new intermediate ceiling.
\nSurface area 1,600 m2<\/sup>.Steel structure weight 320 t.<\/td>\n<\/tr>\n
2002<\/td>\n2002<\/td>\nLafarge Cement Poland<\/td>\nA detailed design of a building for a raw material mill and raw material mill dust collectors.
\nA steel support structure for technological equipment.
\nStructure dimensions: H = 51.40 m, B = 22.00 m, L = 47.00 m, Steel structure weight 820 t.<\/td>\n<\/tr>\n
2002<\/td>\n2002<\/td>\nLafarge Cement Poland<\/td>\nA circular limestone storage building.
\nA steel structure building:Diameter D = 90.50 m, height H = 26.5 m
\nSteel structure weight 306 t.<\/td>\n<\/tr>\n
2002<\/td>\n2002<\/td>\nLafarge Cement Poland<\/td>\nA foundation for a limestone scraper.<\/td>\n<\/tr>\n
2002<\/td>\n2003<\/td>\nElana S.A.<\/td>\nDynamic calculations (amplitudes of forced vibrations including damping) of a tower (7\u00d78\u00d750 m) with a steel structure, loaded with fans with a rotational speed from 1,500 to 3,000 rpm.<\/td>\n<\/tr>\n
2003<\/td>\n2003<\/td>\nLafarge Cement Poland<\/td>\nA substitute design of the steel structure of a raw material mill building.<\/td>\n<\/tr>\n
2002-2003<\/td>\n2002-2003<\/td>\nVolkswagen Pozna\u0144 Sp. z o.o.<\/td>\nSteel technological platforms in a building adapted for production purposes.
\nTotal structure weight 100 t.<\/td>\n<\/tr>\n
2003<\/td>\n2003<\/td>\nPaper Factory Czerwonak<\/td>\nA comprehensive design of a production building at the Paper Factory in Czerwonak near Pozna\u0144.
\nA steel building with internal transport and foundations for technological equipment.<\/td>\n<\/tr>\n
2003<\/td>\n2003<\/td>\nVolkswagen Pozna\u0144 Sp. z o.o.<\/td>\nA water cooling station building.
\nA multi-discipline design of a storage building with a steel and reinforced concrete structure.<\/td>\n<\/tr>\n
2003<\/td>\n2003<\/td>\nYagi Factory Poland<\/td>\nA building design and a detailed design of a foundation for an impact press.<\/td>\n<\/tr>\n
2004<\/td>\n2004<\/td>\nVolkswagen Pozna\u0144 Sp. z o.o.<\/td>\nA multi-discipline design of a steel structure shelter over a railway siding.<\/td>\n<\/tr>\n
2004<\/td>\n2004<\/td>\nVolkswagen Pozna\u0144 Sp. z o.o.<\/td>\nA detailed design for demolition of a reinforced concrete firefighting water reservoir.<\/td>\n<\/tr>\n
2004<\/td>\n2004<\/td>\nVolkswagen Pozna\u0144 Sp. z o.o.<\/td>\nA multi-discipline design of the company’s car park and landscaping.<\/td>\n<\/tr>\n
2004<\/td>\n2004<\/td>\nVibracoustic Poland<\/td>\nA workshop design of a steel structure for a storage building, 73 m long, with a 26 m span, and 11 m high.<\/td>\n<\/tr>\n
2004<\/td>\n2004<\/td>\nA2 Bau Development GmbH<\/td>\nReinforcement of the ground in the section of the A2 motorway between Nowy Tomy\u015bl and Komorniki, between KM118+080 and KM118+515. A building design and a detailed design of a reinforced concrete slab supported on reinforced concrete driven piles.<\/td>\n<\/tr>\n
2004<\/td>\n2004<\/td>\nHochtief Poland, Poz-Building branch<\/td>\nA building design and a detailed design of an underground, reinforced concrete, multi-chamber firefighting water reservoir.<\/p>\n

Volume 470 m3<\/sup>.<\/td>\n<\/tr>\n

2004<\/td>\n2004<\/td>\nVolkswagen Pozna\u0144 Sp. z o.o.<\/td>\nA design of external water supply and sewer, central heating, power, gas, and compressed air networks at plant no. 3 in Pozna\u0144.<\/td>\n<\/tr>\n
2004<\/td>\n2004<\/td>\nNYSTAL S.A.<\/td>\nA detailed design of a storage building with internal transport 2 x 10T.<\/td>\n<\/tr>\n
2004<\/td>\n2004<\/td>\nPfeifer & Langen Polska S.A., Sugar Plant \u015aroda<\/td>\nA building design project of sugar packaging plant with a segregation tower in \u015aroda Wielkopolska.<\/p>\n

Usable surface area 16,930.0 m2<\/sup>.<\/p>\n

Cubic capacity 124,100.0 m3<\/sup>.<\/td>\n<\/tr>\n

2005<\/td>\n2005<\/td>\nPfeifer & Langen Polska S.A., Sugar Plant \u015aroda<\/td>\nA detailed design and a workshop design of a sugar packaging plant, together with the segregation tower in \u015aroda Wielkopolska; a reinforced concrete and steel structure.<\/p>\n

Total steel structure weight 900 t.<\/td>\n<\/tr>\n

2005<\/td>\n2005<\/td>\nBODEKO<\/p>\n

Sp. z o.o.<\/td>\n

A building design, a detailed design, and a workshop design of a storage building with 2 \u00d7 10 T supported transport, span of 27 m. Total structure weight 125 t.<\/td>\n<\/tr>\n
2005<\/td>\n2006<\/td>\nMunicipal Sports and Recreation Center<\/p>\n

Pozna\u0144<\/td>\n

Optimization, a detailed design, and a workshop design of a steel structure of the canopy over the 4th stand of the Municipal Stadium in Pozna\u0144.<\/td>\n<\/tr>\n
2006<\/td>\n2006<\/td>\nZawiercie Steelworks<\/td>\nA building design, a detailed design, and a workshop design of a reinforcement prefabrication building with supported transport 2\u00d710 T.<\/p>\n

Total structure weight 275 t. Span of 34 m.<\/td>\n<\/tr>\n

2006<\/td>\n2006<\/td>\nInternational Pozna\u0144 Fair<\/td>\nA building design, a detailed design, and a workshop design of building no. 16 at the International Pozna\u0144 Fair center. Span of 50 m.<\/td>\n<\/tr>\n
2006<\/td>\n2006<\/td>\nInternational Pozna\u0144 Fair<\/td>\nA detailed design and a workshop design of building no. 8 and an alleyway at the International Pozna\u0144 Fair center. Total structure weight 450 t.<\/td>\n<\/tr>\n
2006<\/td>\n2007<\/td>\nBODEKO<\/p>\n

Sp. z o.o.<\/td>\n

A building design, a detailed design, and a workshop design of a reinforcement prefabrication building with supported transport with the lifting capacity of 2 x 2 \u00d7 10 T.<\/p>\n

Total structure weight 300 t. Span of 2 x 30 m.<\/td>\n<\/tr>\n

2006<\/td>\n2007<\/td>\nTRANS-PLAST<\/td>\nPreparation of building and detailed documentation for reinforced concrete and steel structures in the production and storage building of Trans-plast in Suchy Las near Pozna\u0144.<\/td>\n<\/tr>\n
2006<\/td>\n2007<\/td>\nPfleiderer<\/td>\nA building design, a detailed design, and a workshop design of technological platforms.<\/p>\n

Total structure weight 200 t.<\/td>\n<\/tr>\n

2007<\/td>\n2007<\/td>\nPfleiderer<\/td>\nA building design, a detailed design, and a workshop design of the cyclone tower. Height 42 m – structure + 6 m cyclone.<\/p>\n

Total structure weight 100 t.<\/td>\n<\/tr>\n

2007<\/td>\n2007<\/td>\nCarrefour Poland<\/td>\nPreparation of a workshop design for the steel structure of the Carrefour Shopping Center in Lublin.<\/td>\n<\/tr>\n
2007<\/td>\n2007<\/td>\nDECORA S.A.<\/td>\nPreparation of a building design and a detailed design of a storage building for DECORA S.A. in \u015aroda Wielkopolska.<\/td>\n<\/tr>\n
2007<\/td>\n2007<\/td>\nLENA Lighting S.A.<\/td>\nPreparation of a detailed design of reinforced concrete structures of a building at LENA Lighting S.A. in \u015aroda Wielkopolska.<\/td>\n<\/tr>\n
2007<\/td>\n2008<\/td>\nMGC Inwest<\/p>\n

Sp. z o.o.<\/td>\n

A building design.<\/p>\n

Cuprum Shopping Mall in Lubin. Segments R, H, L, and E. A shopping mall with a reinforced concrete structure, with 4 floors. Usable surface area 15,000.0 m2<\/sup>.<\/td>\n<\/tr>\n

2007<\/td>\n2007<\/td>\nBODEKO<\/p>\n

Sp. z o.o.<\/td>\n

A building design, a detailed design, and a workshop design of a storage building with 2 x 2 \u00d7 10 T supported transport, span of 32 m.<\/td>\n<\/tr>\n
2007<\/td>\n2007<\/td>\nRuukki Construction Polska Sp. z o.o<\/td>\nA detailed design of the structure of the foundation for the shotblasting machine in the production building in Oborniki Wielkopolskie.<\/td>\n<\/tr>\n
2007<\/td>\n2007<\/td>\nHuta Ferrum S.A.<\/td>\nA building design, a detailed design, and a workshop design of a storage building with 2 \u00d7 10 T supported transport, span of 33.5 m.<\/td>\n<\/tr>\n
2007<\/td>\n2007<\/td>\nRuukki Construction Polska Sp. z o.o<\/td>\nA design of support structures for 10 t overhead cranes in the ECO building and a 32 t overhead crane in the metal sheet storage building at Ruukki Construction in Oborniki Wielkopolskie.<\/td>\n<\/tr>\n
2007<\/td>\n2007<\/td>\nTARKON-GRADI Sp. z o.o. Wroc\u0142aw<\/td>\nA substitute design and a workshop design of a high bay storage building. Span of 30.3 m.<\/td>\n<\/tr>\n
2007-2008<\/td>\n2008<\/td>\nMGC Inwest<\/p>\n

Sp. z o.o.<\/td>\n

A detailed design.<\/p>\n

Cuprum Shopping Mall in Lubin. Segments R, H, L, E, and Q. A shopping mall with a reinforced concrete structure, with 4 floors. Usable surface area 15,000.0 m2<\/sup>.<\/td>\n<\/tr>\n

2007<\/td>\n<\/td>\nPrekybos Centras<\/td>\nA building design of the MAXIMA shopping center in Vilnius. Surface area of 22,000 m2<\/sup>.<\/td>\n<\/tr>\n
2008<\/td>\n2008<\/td>\nMGI Polska<\/p>\n

Sp. z\u00a0o.o.<\/td>\n

A building design, a detailed design, and a workshop design of a BRICO store in \u015aroda Wielkopolska, 40 t.<\/td>\n<\/tr>\n
2008<\/td>\n2008-2009<\/td>\nRuukki Construction Polska Sp. z o.o<\/td>\nPreparation of detailed documentation for the foundation of a longitudinal sheet metal cutting line. Total volume of the reinforced concrete structure 900 m3<\/sup>.<\/td>\n<\/tr>\n
2008<\/td>\n2008-2009<\/td>\nPfleiderer Novgorod MDF<\/td>\nA detailed design (node design) and a workshop design of support structures for the MDF board production line. Total structure weight 1,000 t.<\/td>\n<\/tr>\n
2008<\/td>\n2008<\/td>\nZak\u0142ad Ku\u017ania Matrycowa Sp.\u00a0z\u00a0o.o.<\/td>\nA detailed design of the foundation of the MPM 31500B hammer with direct support of the anvil on spring vibration isolators combined with viscous dampers.<\/td>\n<\/tr>\n
2008<\/td>\n2008<\/td>\nRuukki Construction Polska Sp. z o.o<\/td>\nPreparation of the detailed documentation for the foundation for the \u201cDURMA\u201d press in a building at Ruukki Poland in Oborniki.<\/td>\n<\/tr>\n
2008<\/td>\n2008<\/td>\nHAMA Polska<\/p>\n

Sp. z o.o.<\/td>\n

Static calculations and a detailed design of a reinforced concrete prefabricated office building. Cubic capacity 8,960 m3<\/sup>.<\/td>\n<\/tr>\n
2008<\/td>\n2008-2009<\/td>\nPFLEIDERER EUROPOLES Sp.\u00a0z\u00a0o.o.<\/td>\nStatic calculations, a detailed design (node design), and a workshop design of the mast production building. Total structure weight 1,000 t.<\/td>\n<\/tr>\n
2009<\/td>\n2009-2010<\/td>\nEURO 2012<\/td>\nVerification of static calculations, a detailed design (node design) and a workshop design of the steel structure of the roof of the Municipal Stadium in Pozna\u0144. Total structure weight 6,000 t.<\/td>\n<\/tr>\n
2009<\/td>\n2009<\/td>\nZINKPOWER WIELKOPOLSKA<\/td>\nA workshop design of the steel structure of the galvanizing plant. Total structure weight 300 t.<\/td>\n<\/tr>\n
2009<\/td>\n2009<\/td>\nSWEDWOOD Poland Sp. z o.o.<\/td>\nA multi-discipline building design and a workshop design of the flyover between production buildings. Length 140 m.<\/td>\n<\/tr>\n
2009<\/td>\n2009<\/td>\nSWEDWOOD Poland Sp. z o.o.<\/td>\nA multi-discipline building design and a workshop design of the flyover in a production building. Length 65 m.<\/td>\n<\/tr>\n
2009<\/td>\n2009<\/td>\nSBN Runowo Sp. z o.o.<\/td>\nA building design, a detailed design, and a workshop design of a storage building with 2 \u00d7 10 T supported transport, span of 25 m.<\/td>\n<\/tr>\n
2009<\/td>\n2009<\/td>\nEURO 2012<\/td>\nA design of the crossbeams used during the assembly of 460 t girders – Municipal Stadium in Pozna\u0144.<\/td>\n<\/tr>\n
2009<\/td>\n2010<\/td>\nSITAG Formy Siedzenia Sp. z o.o.<\/td>\nA building design, a detailed design, and a workshop design of a production and assembly building with an office building.<\/td>\n<\/tr>\n
2009<\/td>\n2010<\/td>\nPort Lotniczy Wroc\u0142aw S.A.<\/td>\nA design of slings and an assembly support, verification of the stability of the steel roof structure of the terminal building at the assembly stage.<\/td>\n<\/tr>\n
2010<\/td>\n2010<\/td>\nPolskie G\u00f3rnictwo Naftowe i Gazownictwo S.A.<\/td>\nA foundation for a 230 PK steam turbine.<\/td>\n<\/tr>\n
2010<\/td>\n2010<\/td>\nSWEDWOOD Poland Sp. z o.o.<\/p>\n

Bielsk Podlaski<\/td>\n

An MDF board production line – Energy Center.<\/p>\n

A building design. Steel structure weight 350 t. Height 35 mm.<\/td>\n<\/tr>\n

2010<\/td>\n2010<\/td>\nSOLARIS Bus & Coach Sp. z o.o. \u015aroda Wielkopolska<\/td>\nA building design for extension of a production building with a welfare and office building. Production building 3,500 m2<\/sup>, office building 1,200 m2<\/sup>.<\/td>\n<\/tr>\n
2009<\/td>\n2010<\/td>\nSIMET S.A. in Piaski<\/td>\nA building design, a detailed design, and a workshop design of a production and storage building with a back office in Grabon\u00f3g. Building 3,500 m2<\/sup>, back office building 800 m2<\/sup>.<\/td>\n<\/tr>\n
2010<\/td>\n2010<\/td>\nSegro \u2013 Schweitzer Mauduit Inc. Stryk\u00f3w \/ \u0141\u00f3d\u017a<\/td>\nFoundations of machines and technological equipment for cutting and smoothing in an existing production building.<\/td>\n<\/tr>\n
2010<\/td>\n2010<\/td>\nDALMET Wieniawa<\/td>\nA detailed design of the steel structure of a technological platform with the dimensions of 11.0 x 12.0 m in the existing building.<\/td>\n<\/tr>\n
2010<\/td>\n2010<\/td>\nSOLARIS Bus & Coach Sp. z o.o. \u015aroda Wielkopolska<\/td>\nA detailed design of the structure of a production building with a welfare and office building in \u015aroda Wielkopolska. Overhead crane track substructure, foundations for machinery and equipment.<\/td>\n<\/tr>\n
2010<\/td>\n2010<\/td>\nZ.U.O. \u015awidnica<\/td>\nA design and supervision over the construction of the foundation of power generator sets on elastomeric vibration isolators.<\/td>\n<\/tr>\n
2010<\/td>\n2010<\/td>\nALUPIAST Pozna\u0144<\/td>\nDetailed designs and workshop designs of the structure of the office building and the storage building in Pozna\u0144.<\/td>\n<\/tr>\n
2010<\/td>\n2010<\/td>\nCCC Polkowice<\/td>\nA detailed design and a workshop design of a low building and of a support structure for photovoltaic cells.<\/td>\n<\/tr>\n
2010<\/td>\n2011<\/td>\nInter IKEA Centre Polska S.A.<\/td>\nA detailed design and a workshop design for the structure of a conservatory at the OBI store in Pozna\u0144.<\/td>\n<\/tr>\n
2010<\/td>\n2011<\/td>\nSamsung Heavy Industries Co. LTD. S.A.<\/td>\nDetailed and workshop designs of the supporting structure for overhead cranes with the lifting capacity of 2×25 t, 25 t, and 35 t in the existing production building.<\/td>\n<\/tr>\n
2011<\/td>\n2011<\/td>\nA-2 motorway<\/td>\nA workshop design of the structure of a shelter over the A-2 toll motorway at the toll collection point in Nowy Tomy\u015bl.<\/td>\n<\/tr>\n
2011<\/td>\n2011<\/td>\nP\u0105tn\u00f3w-Adam\u00f3w-Konin Power Plant Group<\/td>\nA detailed design with static calculations of the support structures for shredders at the Forest and Agro biomass sorting plants.<\/td>\n<\/tr>\n
2010-2011<\/td>\n2011<\/td>\nKonsorcjum Stali S.A.<\/td>\nA building design, a detailed design, and a workshop design of the production and storage building together with reinforced concrete technological foundations. A three-bay steel building (bay spans: 32.3 m, 27.4 m, and 29.6 m) with supported transport. Overhead crane load capacity 10 t, 16 t, and 25 t.<\/p>\n

Surface area of 9,642 m2<\/sup>. Steel structure weight 550 t.<\/td>\n<\/tr>\n

2011-2012<\/td>\n2012<\/td>\nFLEX FILMS EUROPA<\/td>\nA substitute building design, a detailed design, and a workshop design of the steel structure of the production and storage building with supported transport.<\/p>\n

Surface area of 15,685 m2<\/sup>.<\/td>\n<\/tr>\n

2011-2012<\/td>\n2011-2012<\/td>\nWPIP<\/td>\nA building design of an office building.<\/td>\n<\/tr>\n
2012<\/td>\n<\/td>\nSITAG Formy Siedzenia Sp. z o.o.<\/td>\nA building design for expansion of a production building.<\/td>\n<\/tr>\n
2012<\/td>\n2012<\/td>\nInternational Pozna\u0144 Fair<\/td>\nA detailed design and a workshop design, together with calculations of connections and a redesign the roof bracing of lattice girders of the Pozna\u0144 International Fair Congress Center.<\/p>\n

Surface area of 3,500 m2.<\/p>\n

Steel structure weight 550 t.<\/td>\n<\/tr>\n

2012<\/td>\n2013<\/td>\nTrigranit Development Corporation<\/td>\nStatic calculations, a detailed design, and workshop drawings of a steel structure of the ZCK Pozna\u0144 shopping center.<\/p>\n

Roof surface area 30,000.00 m2<\/sup>.<\/p>\n

Steel quantity used 1,200 t.<\/td>\n<\/tr>\n

2012<\/td>\n2013<\/td>\nVolkswagen Pozna\u0144 Sp. z o.o.<\/td>\nA substitute building design, a detailed design of a steel and reinforced concrete structure, workshop drawings of a steel structure of a sequential assembly building at VW-Pozna\u0144. Steel structure weight 1800 t. A steel-concrete composite ceiling.<\/td>\n<\/tr>\n
2013<\/td>\n2013<\/td>\nHochtief Polska Sp. z o.o.<\/td>\nA technical expert opinion on the structure of the Zag\u0142\u0119bie Lubin stadium.<\/td>\n<\/tr>\n
2013<\/td>\n2013<\/td>\nWPIP sp. Komandytowa sp. z o.o.<\/td>\nA detailed design of an office building. Usable surface area 3,000 m2<\/sup>.<\/td>\n<\/tr>\n
2013<\/td>\n2013<\/td>\nDieffenbacher GmbH<\/td>\nA workshop design together with the design of the nodes of the support steel structure of the Forming Station building. Steel structure weight 330 t.<\/td>\n<\/tr>\n
2014<\/td>\n2014<\/td>\nGda\u0144sk Airport<\/td>\nA workshop design of the steel structure for the extension of the terminal. Structure weight 1,500 t.<\/td>\n<\/tr>\n
2014<\/td>\n2014<\/td>\nGda\u0144sk Airport<\/td>\nStatic calculations and dimensioning of the steel structure of the terminal building in the assembly phases. A design of temporary steel support structures necessary during assembly.<\/td>\n<\/tr>\n
2014<\/td>\n2014<\/td>\nHomanit Krosno Sp. z o.o<\/td>\nStatic calculations, node statics, and a workshop design of the steel support structure for MDF board production line equipment. Height 55 mm. Structure weight 1,200 t.<\/td>\n<\/tr>\n
2014-2015<\/td>\n2014-2015<\/td>\nGestamp sp. z o.o.<\/td>\nStatic calculations, node statics, a detailed design of a reinforced concrete structure, a workshop design of the steel structure of a production and storage building with supported transport – overhead cranes with the lifting capacity of 60 T. Building height 18 m. Built-over surface area 32,000 m2<\/sup>. Steel structure weight 2,200 t.<\/td>\n<\/tr>\n
2015<\/td>\n2015<\/td>\nWojciech Mizgier<\/td>\nStatic calculations, node statics, a detailed design of a reinforced concrete structure, a workshop design of the steel structure of a storage building. Building height 11 m. Built-over surface area 7,500 m2<\/sup>.<\/td>\n<\/tr>\n
2015<\/td>\n2015<\/td>\nHomanit Krosno Sp. z o.o<\/td>\nStatic calculations, node statics, a detailed design of a reinforced concrete structure, a workshop design of the steel structure of a storage building. Building height 11 m. Built-over surface area 5,000 m2<\/sup>.<\/td>\n<\/tr>\n
2016<\/td>\n2016<\/td>\nZalando<\/td>\nVerification of static calculations, a detailed and workshop design of a prefabricated office building. Usable surface area 5,000.0 m2<\/sup>.<\/td>\n<\/tr>\n
2016<\/td>\n2016<\/td>\nWood Sp. z o.o<\/td>\nStatic calculations, a detailed design, and a workshop design of a steel structure of the Wroclavia shopping center. Steel structure weight 1,200 t.<\/td>\n<\/tr>\n
2017<\/td>\n2017<\/td>\nSugar Plant \u015aroda<\/td>\nA building design and a detailed design for the reconstruction of the sugar packaging plant.<\/td>\n<\/tr>\n
2018-2019<\/td>\n2018-2019<\/td>\nGestamp sp. z o.o.<\/td>\nStatic calculations, node statics, a detailed design of a reinforced concrete structure, a workshop design of the steel structure of a production and storage building with supported transport – overhead cranes with the lifting capacity of 75 T. Building height 21 m. Built-over surface area 32,000 m2<\/sup>. Steel structure weight 1,500 t.<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n

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Projects, we have carried out   Design preparation date Completion date Owner Name and description 2000 2001 Volkswagen Pozna\u0144 Sp. z o.o. A sand storage building – a comprehensive design of a storage building with a steel and reinforced concrete structure. 2000 2000 Volkswagen Pozna\u0144 Sp. z o.o. A reinforced concrete ventilation stack with reinforced […]<\/p>\n","protected":false},"author":1,"featured_media":0,"parent":0,"menu_order":0,"comment_status":"closed","ping_status":"closed","template":"","meta":{"footnotes":""},"class_list":["post-17","page","type-page","status-publish","hentry"],"translation":{"provider":"WPGlobus","version":"3.0.1","language":"en","enabled_languages":["pl","en","de"],"languages":{"pl":{"title":true,"content":true,"excerpt":false},"en":{"title":true,"content":true,"excerpt":false},"de":{"title":true,"content":true,"excerpt":false}}},"_links":{"self":[{"href":"https:\/\/pim-projekt.pl\/en\/wp-json\/wp\/v2\/pages\/17","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/pim-projekt.pl\/en\/wp-json\/wp\/v2\/pages"}],"about":[{"href":"https:\/\/pim-projekt.pl\/en\/wp-json\/wp\/v2\/types\/page"}],"author":[{"embeddable":true,"href":"https:\/\/pim-projekt.pl\/en\/wp-json\/wp\/v2\/users\/1"}],"replies":[{"embeddable":true,"href":"https:\/\/pim-projekt.pl\/en\/wp-json\/wp\/v2\/comments?post=17"}],"version-history":[{"count":28,"href":"https:\/\/pim-projekt.pl\/en\/wp-json\/wp\/v2\/pages\/17\/revisions"}],"predecessor-version":[{"id":160,"href":"https:\/\/pim-projekt.pl\/en\/wp-json\/wp\/v2\/pages\/17\/revisions\/160"}],"wp:attachment":[{"href":"https:\/\/pim-projekt.pl\/en\/wp-json\/wp\/v2\/media?parent=17"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}