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BASCULAS Y ARCAS PIBERNAT SOC
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BASCULAS Y ARCAS PIBERNAT SOC
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Application filed by BASCULAS Y ARCAS PIBERNAT SOCfiledCriticalBASCULAS Y ARCAS PIBERNAT SOC
Priority to ES0309983ApriorityCriticalpatent/ES309983A3/en
Publication of ES309983A3publicationCriticalpatent/ES309983A3/en
Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage
(AREA)
Abstract
Improvements in the construction of platforms for scales, consisting essentially of forming the body of the platform exclusively based on reinforced concrete, whose resistance to compression is thus exploited to the maximum, providing for shorter extensions of the aforementioned body in which, below of the neutral line of the set, the beams of the metal frame of the platform are embedded, in such a way that they put all their resistance to the traction efforts in the area in which they acquire greater intensity, avoiding altogether the appearance of bending deformations of the platform components. (Machine-translation by Google Translate, not legally binding)
ES0309983A1965-03-011965-03-01Improvements in the construction of platforms for scales. (Machine-translation by Google Translate, not legally binding)
ExpiredES309983A3
(en)
Procedure for the formation of viaducts and provisional bridges through special elements (Machine-translation by Google Translate, not legally binding)
Roof system in housing plants that results finished as it is built by two sides, roof ceiling low and soil up. (Machine-translation by Google Translate, not legally binding)