Projects:
Port Jerome Carbon black dryer change induces global reconstruction of one factory part in Port Jerome in France. Reconstruction works was running during full operation. New designed steel structures must bee supported with the existing constructions. Existing high steel elevator towers and big silos was employed. Because we ware little information about existing structures, we had to detect and verify plenty off information in site. These facts complicated projection works. Documentation was made in Fre ... | ing. Vladimír Chmelař, 2003 |
Polypropylene plant This plant is an industrial construction for production of polypropylen. High of the mast is 63 m, plane size is 7,5 x 6,0 m. Total plane size is 40x30 m. Total weight is 400 t. | ing. Vladimír Chmealř, 2001 |
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Tower on hill Písek The strenthening of the mast was induced by changing of a radar technolgy. The existing steel mast was coupled with reinforced concrete envelop thc. 236 mm. In a design stage the shrinkage of concret envelop was solved in detail. | kolektiv autorů, 2004 |
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Pipe bridge HN II - Kralupy Steel cable-stayed bridge was build up in 1978. The bridge is nonsymetricaly suspended The span of bridge is 189 m. The maintenance of pipe bridge was´t realized. The bridge is demaged by the corrosion. The diagnostic,static, dynamics analyses and design of repair was made. | ing. Emanuel Novák, ing. Jan Moták, 2001 |
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Pipe bridge SIU SAKA Nelahozeves The steel hanging strands pipe bridge was build up in 1961. The maintenance of pipe bridge was´t realized. The bridge is damaged by corrosion. The diagnostic, static, dynamics analyses and design of repair were made. | ing. Emanuel Novák, ing. Vladimír Chmelař, 2001 |
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Skladová hala Lobendava The span of the precast prestressed hall is 30 m, the span of steel hall is 45 m.  The hall was designed according to EC 2 , din 1045. The "D" areas in concrete girders was solved by "strut and tie technikue. The concrete C40/50 was used for concrete hall, the S235 and S275 steel grade was used for steel hall. The stiffness of the columns was considered in relation to stiffness of a pile. ... | kolektiv autorů, 2001 |
Siemens GSM  We analyzed probably 100 antenna masts. The project was made according to statical and dynamical calculations. | kolektiv autorů |
Ericsson GSM Eleven type of the masts produced by ERICSSON and JARME JARLSO was calculated. The high of the mast is from 16 m to 80 m. Static and dynamic calculation was made. Nonlinear theory was used for strand anchored mast. Tle mast was analyzed according to CSN and EC standarts. | kolektiv autorů |
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Nokia GSM We analyzed probably 100 antenna masts. The project was made according to statical and dynamical calculations. | kolektiv autorů,2001 |
