ANCHOR CAGE FOR A FOUNDATION OF A WIND TURBINE, ASSEMBLY METHOD THEREOF AND FOUNDATION OF A WIND TURBINE
Anchor cage for a foundation of a wind turbine. The anchor cage comprises at least an upper load distribution plate (1), at least a lower load distribution plate (2), and a plurality of first reinforcement elements (3) extending between said plates (1, 2). It further comprises at least one intermedi...
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creator | GARCÍA SAYÉS, José Miguel GARCIA MAESTRE, Ivan GARDUÑO ESTEBANEZ, Aitor NUÑEZ POLO, Miguel DE LOS RIOS LEYVA, Gonzalo ARISTEGUI LANTERO, Jose Luis ARLABÁN GABEIRAS, Teresa |
description | Anchor cage for a foundation of a wind turbine. The anchor cage comprises at least an upper load distribution plate (1), at least a lower load distribution plate (2), and a plurality of first reinforcement elements (3) extending between said plates (1, 2). It further comprises at least one intermediate load distribution plate (4) placed between the upper load distribution plate (1) and the lower load distribution plate (2), and a plurality of second reinforcement elements (5) extending between the upper load distribution plate (1) and the intermediate load distribution plate (4), and being shorter than the first reinforcement elements (3). An assembly method for the anchor cage is also described. A foundation is also provided in which the total post-tensioning value provided in the upper part of the foundation (6) is different from the total post-tensioning value provided in the lower part of the foundation (7). |
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The anchor cage comprises at least an upper load distribution plate (1), at least a lower load distribution plate (2), and a plurality of first reinforcement elements (3) extending between said plates (1, 2). It further comprises at least one intermediate load distribution plate (4) placed between the upper load distribution plate (1) and the lower load distribution plate (2), and a plurality of second reinforcement elements (5) extending between the upper load distribution plate (1) and the intermediate load distribution plate (4), and being shorter than the first reinforcement elements (3). An assembly method for the anchor cage is also described. A foundation is also provided in which the total post-tensioning value provided in the upper part of the foundation (6) is different from the total post-tensioning value provided in the lower part of the foundation (7).</description><language>eng ; fre ; ger</language><subject>EMBANKMENTS ; EXCAVATIONS ; FIXED CONSTRUCTIONS ; FOUNDATIONS ; HYDRAULIC ENGINEERING ; SOIL SHIFTING ; UNDERGROUND OR UNDERWATER STRUCTURES</subject><creationdate>2020</creationdate><oa>free_for_read</oa><woscitedreferencessubscribed>false</woscitedreferencessubscribed></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktohtml>$$Uhttps://worldwide.espacenet.com/publicationDetails/biblio?FT=D&date=20200603&DB=EPODOC&CC=EP&NR=3660220A1$$EHTML$$P50$$Gepo$$Hfree_for_read</linktohtml><link.rule.ids>230,308,780,885,25564,76547</link.rule.ids><linktorsrc>$$Uhttps://worldwide.espacenet.com/publicationDetails/biblio?FT=D&date=20200603&DB=EPODOC&CC=EP&NR=3660220A1$$EView_record_in_European_Patent_Office$$FView_record_in_$$GEuropean_Patent_Office$$Hfree_for_read</linktorsrc></links><search><creatorcontrib>GARCÍA SAYÉS, José Miguel</creatorcontrib><creatorcontrib>GARCIA MAESTRE, Ivan</creatorcontrib><creatorcontrib>GARDUÑO ESTEBANEZ, Aitor</creatorcontrib><creatorcontrib>NUÑEZ POLO, Miguel</creatorcontrib><creatorcontrib>DE LOS RIOS LEYVA, Gonzalo</creatorcontrib><creatorcontrib>ARISTEGUI LANTERO, Jose Luis</creatorcontrib><creatorcontrib>ARLABÁN GABEIRAS, Teresa</creatorcontrib><title>ANCHOR CAGE FOR A FOUNDATION OF A WIND TURBINE, ASSEMBLY METHOD THEREOF AND FOUNDATION OF A WIND TURBINE</title><description>Anchor cage for a foundation of a wind turbine. The anchor cage comprises at least an upper load distribution plate (1), at least a lower load distribution plate (2), and a plurality of first reinforcement elements (3) extending between said plates (1, 2). It further comprises at least one intermediate load distribution plate (4) placed between the upper load distribution plate (1) and the lower load distribution plate (2), and a plurality of second reinforcement elements (5) extending between the upper load distribution plate (1) and the intermediate load distribution plate (4), and being shorter than the first reinforcement elements (3). An assembly method for the anchor cage is also described. A foundation is also provided in which the total post-tensioning value provided in the upper part of the foundation (6) is different from the total post-tensioning value provided in the lower part of the foundation (7).</description><subject>EMBANKMENTS</subject><subject>EXCAVATIONS</subject><subject>FIXED CONSTRUCTIONS</subject><subject>FOUNDATIONS</subject><subject>HYDRAULIC ENGINEERING</subject><subject>SOIL SHIFTING</subject><subject>UNDERGROUND OR UNDERWATER STRUCTURES</subject><fulltext>true</fulltext><rsrctype>patent</rsrctype><creationdate>2020</creationdate><recordtype>patent</recordtype><sourceid>EVB</sourceid><recordid>eNrjZMhw9HP28A9ScHZ0d1VwAzIcgWSon4tjiKe_n4K_G5Af7unnohASGuTk6eeqo-AYHOzq6-QTqeDrGuLhD5TwcA1yBakDKsKnk4eBNS0xpziVF0pzMyi4uYY4e-imFuTHpxYXJCan5qWWxLsGGJuZGRgZGTgaGhOhBAA3MTRN</recordid><startdate>20200603</startdate><enddate>20200603</enddate><creator>GARCÍA SAYÉS, José Miguel</creator><creator>GARCIA MAESTRE, Ivan</creator><creator>GARDUÑO ESTEBANEZ, Aitor</creator><creator>NUÑEZ POLO, Miguel</creator><creator>DE LOS RIOS LEYVA, Gonzalo</creator><creator>ARISTEGUI LANTERO, Jose Luis</creator><creator>ARLABÁN GABEIRAS, Teresa</creator><scope>EVB</scope></search><sort><creationdate>20200603</creationdate><title>ANCHOR CAGE FOR A FOUNDATION OF A WIND TURBINE, ASSEMBLY METHOD THEREOF AND FOUNDATION OF A WIND TURBINE</title><author>GARCÍA SAYÉS, José Miguel ; GARCIA MAESTRE, Ivan ; GARDUÑO ESTEBANEZ, Aitor ; NUÑEZ POLO, Miguel ; DE LOS RIOS LEYVA, Gonzalo ; ARISTEGUI LANTERO, Jose Luis ; ARLABÁN GABEIRAS, Teresa</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-epo_espacenet_EP3660220A13</frbrgroupid><rsrctype>patents</rsrctype><prefilter>patents</prefilter><language>eng ; fre ; ger</language><creationdate>2020</creationdate><topic>EMBANKMENTS</topic><topic>EXCAVATIONS</topic><topic>FIXED CONSTRUCTIONS</topic><topic>FOUNDATIONS</topic><topic>HYDRAULIC ENGINEERING</topic><topic>SOIL SHIFTING</topic><topic>UNDERGROUND OR UNDERWATER STRUCTURES</topic><toplevel>online_resources</toplevel><creatorcontrib>GARCÍA SAYÉS, José Miguel</creatorcontrib><creatorcontrib>GARCIA MAESTRE, Ivan</creatorcontrib><creatorcontrib>GARDUÑO ESTEBANEZ, Aitor</creatorcontrib><creatorcontrib>NUÑEZ POLO, Miguel</creatorcontrib><creatorcontrib>DE LOS RIOS LEYVA, Gonzalo</creatorcontrib><creatorcontrib>ARISTEGUI LANTERO, Jose Luis</creatorcontrib><creatorcontrib>ARLABÁN GABEIRAS, Teresa</creatorcontrib><collection>esp@cenet</collection></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext_linktorsrc</fulltext></delivery><addata><au>GARCÍA SAYÉS, José Miguel</au><au>GARCIA MAESTRE, Ivan</au><au>GARDUÑO ESTEBANEZ, Aitor</au><au>NUÑEZ POLO, Miguel</au><au>DE LOS RIOS LEYVA, Gonzalo</au><au>ARISTEGUI LANTERO, Jose Luis</au><au>ARLABÁN GABEIRAS, Teresa</au><format>patent</format><genre>patent</genre><ristype>GEN</ristype><title>ANCHOR CAGE FOR A FOUNDATION OF A WIND TURBINE, ASSEMBLY METHOD THEREOF AND FOUNDATION OF A WIND TURBINE</title><date>2020-06-03</date><risdate>2020</risdate><abstract>Anchor cage for a foundation of a wind turbine. The anchor cage comprises at least an upper load distribution plate (1), at least a lower load distribution plate (2), and a plurality of first reinforcement elements (3) extending between said plates (1, 2). It further comprises at least one intermediate load distribution plate (4) placed between the upper load distribution plate (1) and the lower load distribution plate (2), and a plurality of second reinforcement elements (5) extending between the upper load distribution plate (1) and the intermediate load distribution plate (4), and being shorter than the first reinforcement elements (3). An assembly method for the anchor cage is also described. A foundation is also provided in which the total post-tensioning value provided in the upper part of the foundation (6) is different from the total post-tensioning value provided in the lower part of the foundation (7).</abstract><oa>free_for_read</oa></addata></record> |
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subjects | EMBANKMENTS EXCAVATIONS FIXED CONSTRUCTIONS FOUNDATIONS HYDRAULIC ENGINEERING SOIL SHIFTING UNDERGROUND OR UNDERWATER STRUCTURES |
title | ANCHOR CAGE FOR A FOUNDATION OF A WIND TURBINE, ASSEMBLY METHOD THEREOF AND FOUNDATION OF A WIND TURBINE |
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