Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Iaso SA
Original Assignee
Iaso SA
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Iaso SAfiledCriticalIaso SA
Priority to ES9300600UpriorityCriticalpatent/ES1023802Y/es
Publication of ES1023802UpublicationCriticalpatent/ES1023802U/es
Application grantedgrantedCritical
Publication of ES1023802YpublicationCriticalpatent/ES1023802Y/es
Holders For Apparel And Elements Relating To Apparel
(AREA)
Abstract
PEANA PARA SOMBRILLAS, QUE ESTANDO CONSTITUIDA A PARTIR DE UN CUERPO MOLDEADO DE MATERIAL LIVIANO, CON UN ALMA INTERNA DE HORMIGON O MATERIAL SIMILAR PESADO PARA LA ESTABILIZACION DE AQUEL, Y CONTANDO ADEMAS CON UN CUELLO CENTRAL EMERGENTE DE LA BASE QUE DEFINE UN REBAJE SUPERIOR DEL CUERPO, CUELLO CENTRAL QUE EN COMBINACION CON UN TORNILLO PRISIONERO RADIAL DETERMINAN EL MEDIO DE GUIADO Y SUJECION PARA EL ASTIL DE LA SOMBRILLA, ESENCIALMENTE SE CARACTERIZA PORQUE DOS DE LAS PAREDES LATERALES DE LA CAVIDAD FORMADA EN LA PARTE SUPERIOR DEL CUERPO DE LA PEANA CONSTITUYEN SENDOS TRAVESAÑOS EN LOS QUE ESTAN REALIZADAS RESPECTIVAS ABERTURAS CONSTITUTIVAS DE LAS ASAS, TRAVESAÑOS QUE ACTUAN COMO RIOSTRA Y TIRANTE, REFORZANDO LA ESTRUCTURA GENERAL, HABIENDOSE PREVISTO QUE EL BORDE SUPERIOR DE TALES TIRANTES O PAREDES ESTE AFECTADO DE UN HENDIDO CENTRAL Y LONGITUDINAL DETERMINANTE DE UN MEDIO DE REFUERZO DE DICHAS PAREDES.
ES9300600U1993-03-081993-03-08Peana para sombrillas.
Expired - Fee RelatedES1023802Y
(es)
Large sized underground tank with structural stability provided by the interaction between the metal shell,the static concrete facing and the fitting in the hollow space between these two surfaces