SUPPORT STRUCTURE FOR WIND-DRIVEN POWER GENERATORS AND VERTICALITY CORRECTIVE METHOD THEREOF
The present invention relates to a support structure for wind-driven power generators comprising a tubular tower (1) with multiple superposed, post-tensioned sections (20) from the crown to the foundation, each being formed by at least two pieces of prefabricated concrete wall (10) defining between...
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creator | SALETE CASINO, Eduardo CIDONCHA ESCOBAR, Manuel MARTINEZ DE CASTAÑEDA, Francisco Javier LANCHA FERNANDEZ, Juan Carlos |
description | The present invention relates to a support structure for wind-driven power generators comprising a tubular tower (1) with multiple superposed, post-tensioned sections (20) from the crown to the foundation, each being formed by at least two pieces of prefabricated concrete wall (10) defining between them vertical joints (12), each wall piece (10) having two transverse joint faces (13) and two vertical joint faces (14); wherein in the vertical joints (12), the vertical joint faces are arranged facing one another and lack structural connectors between them for the transmission of structural strains, allowing for an independent structural behavior of the mentioned wall pieces (10), the height of the wall pieces (10) being less than twice their width. |
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LANCHA FERNANDEZ, Juan Carlos</creatorcontrib><description>The present invention relates to a support structure for wind-driven power generators comprising a tubular tower (1) with multiple superposed, post-tensioned sections (20) from the crown to the foundation, each being formed by at least two pieces of prefabricated concrete wall (10) defining between them vertical joints (12), each wall piece (10) having two transverse joint faces (13) and two vertical joint faces (14); wherein in the vertical joints (12), the vertical joint faces are arranged facing one another and lack structural connectors between them for the transmission of structural strains, allowing for an independent structural behavior of the mentioned wall pieces (10), the height of the wall pieces (10) being less than twice their width.</description><language>eng ; fre ; ger</language><subject>BUILDING ; BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES ; FENCING ; FIXED CONSTRUCTIONS ; MASTS ; SWIMMING OR SPLASH BATHS OR POOLS ; 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CIDONCHA ESCOBAR, Manuel ; MARTINEZ DE CASTAÑEDA, Francisco Javier ; LANCHA FERNANDEZ, Juan Carlos</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-epo_espacenet_EP3683383A13</frbrgroupid><rsrctype>patents</rsrctype><prefilter>patents</prefilter><language>eng ; fre ; ger</language><creationdate>2020</creationdate><topic>BUILDING</topic><topic>BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES</topic><topic>FENCING</topic><topic>FIXED CONSTRUCTIONS</topic><topic>MASTS</topic><topic>SWIMMING OR SPLASH BATHS OR POOLS</topic><topic>TENTS OR CANOPIES, IN GENERAL</topic><toplevel>online_resources</toplevel><creatorcontrib>SALETE CASINO, Eduardo</creatorcontrib><creatorcontrib>CIDONCHA ESCOBAR, Manuel</creatorcontrib><creatorcontrib>MARTINEZ DE CASTAÑEDA, Francisco Javier</creatorcontrib><creatorcontrib>LANCHA FERNANDEZ, Juan Carlos</creatorcontrib><collection>esp@cenet</collection></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext_linktorsrc</fulltext></delivery><addata><au>SALETE CASINO, Eduardo</au><au>CIDONCHA ESCOBAR, Manuel</au><au>MARTINEZ DE CASTAÑEDA, Francisco Javier</au><au>LANCHA FERNANDEZ, Juan Carlos</au><format>patent</format><genre>patent</genre><ristype>GEN</ristype><title>SUPPORT STRUCTURE FOR WIND-DRIVEN POWER GENERATORS AND VERTICALITY CORRECTIVE METHOD THEREOF</title><date>2020-07-22</date><risdate>2020</risdate><abstract>The present invention relates to a support structure for wind-driven power generators comprising a tubular tower (1) with multiple superposed, post-tensioned sections (20) from the crown to the foundation, each being formed by at least two pieces of prefabricated concrete wall (10) defining between them vertical joints (12), each wall piece (10) having two transverse joint faces (13) and two vertical joint faces (14); wherein in the vertical joints (12), the vertical joint faces are arranged facing one another and lack structural connectors between them for the transmission of structural strains, allowing for an independent structural behavior of the mentioned wall pieces (10), the height of the wall pieces (10) being less than twice their width.</abstract><oa>free_for_read</oa></addata></record> |
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language | eng ; fre ; ger |
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subjects | BUILDING BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES FENCING FIXED CONSTRUCTIONS MASTS SWIMMING OR SPLASH BATHS OR POOLS TENTS OR CANOPIES, IN GENERAL |
title | SUPPORT STRUCTURE FOR WIND-DRIVEN POWER GENERATORS AND VERTICALITY CORRECTIVE METHOD THEREOF |
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