• 专利附录
  • 专利说明
  • 权利要求
  • 类似技术
  • 同族专利
  • 引用文献
  • 法律状态
  • 优先权
    • 专利摘要:
    Method for the manufacture of tubular segments of concrete and for the erection of towers by joining said tubular segments. The method includes constructing foundations, obtaining at least one tubular segment (20) of concrete, with a width of at least 5 meters, transferring said tubular segment to its final position in the tower, in which its longitudinal axis (e) is find in an upright position, and fix said tubular segment (20), characterized in that it also includes: Making said at least one tubular segment in a single tubular piece of reinforced concrete, its height being equal to or greater than its width and obtained by concreting and setting concrete in a tubular shuttering chamber (30) closed by the base with the shaft longitudinal (e) of said shuttering chamber in vertical position during said fabrication. (Machine-translation by Google Translate, not legally binding)
    公开号:ES2565518A1
    申请号:ES201431348
    申请日:2014-09-17
    公开日:2016-04-05
    发明作者:Francisco Javier Martínez De Castañeda；Manuel Cidoncha Escobar
    申请人:Pacadar SA；
    IPC主号:
    专利说明:

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    权利要求:
    Claims (1)
    [1]
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    类似技术:
    公开号 | 公开日 | 专利标题
    ES2553477T3|2015-12-09|Connection between a foundation pile of a construction, in particular of a construction on land or offshore, such as a wind turbine on land or offshore, with a particular tubular transition piece and its manufacturing process
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    DK3488060T3|2021-10-25|Method for erecting a tower for a wind power plant
    MX2015014886A|2016-04-29|Method for installing a hollow concrete tower made from more than one segment and corresponding hollow concrete tower.
    ES2548297A1|2015-10-15|Prefabricated shoe for wind towers |
    DK3423639T3|2021-01-25|FOUNDATION POLE FOR A WIND ENERGY PLANT
    NO20150089A1|2016-07-20|A casing annulus cement foundation system and a method for forming a flange collar constituting a cement foundation
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    ES2574541A1|2016-06-20|Method of manufacturing prestressed cement mortar panels with a post-curing stage, and corresponding installation |
    ITUB20169971A1|2017-07-14|SYSTEM AND PROCEDURE FOR THE CONSTRUCTION OF A BUILDING IN REINFORCED CONCRETE
    ES1245007Y|2020-08-27|Precast concrete foundation system
    ES1109530Y|2014-08-06|PORTABLE PLANT FOR THE MANUFACTURE OF PREFABRICATED CONCRETE ELEMENTS FOR CONCRETE TOWER
    ES1128881U|2014-10-15|Body of filler lighting for slabs and forged concrete |
    DK3781811T3|2022-03-07|Method for erecting a wind power plant
    PL125466U1|2018-02-12|Prestressed spun concrete pole
    DK3580429T3|2021-06-14|REINFORCEMENT SYSTEM FOR THE CONCRETE COATING OF THE INNER SHELL IN A TUNNEL BUILDING
    ES2489300B1|2015-06-10|Prefabricated foundation for structures of solar thermal and photovoltaic plants, and procedure of realization of the foundation
    UA101549U|2015-09-25|METHOD OF CONSTRUCTION OF WATER DISTRIBUTORS IN THE LOCATION
    NO20140181A1|2015-08-13|Concrete foundation assembly for building foundations
    Barluenga et al.2013|MULTIDISCIPLINARY INTEGRATED STUDY OF SAINT ILDEPHONSE'S COLLEGE, UNIVERSITY OF ALCALÁ |
    ES2660830A1|2018-03-26|METHOD FOR THE REALIZATION OF RESISTANT ELEMENTS UNDER CONSTRUCTION |
    PL124730U1|2017-07-03|Precast foundation with increased stability and strength
    MX2019000776A|2019-06-03|Self-supporting three-dimensional prestressed structure, method and device for its construction.
    PL122747U1|2015-08-03|Pre-tensioned concrete lintel
    同族专利:
    公开号 | 公开日
    ES2565518B1|2016-12-27|
    WO2016042193A1|2016-03-24|
    引用文献:
    公开号 | 申请日 | 公开日 | 申请人 | 专利标题
    DE29809541U1|1998-05-27|1999-10-07|Arand Wilfried|Device for producing tall, hollow, tower-like structures of two hundred meters in height and more, in particular towers for wind turbines|
    DE10240708A1|2002-07-16|2004-02-05|Aloys Wobben|Wind turbine power plant tower segment manufacturing method has self-compacting concrete fed into mold from below for preventing formation of air pockets|
    US20080313972A1|2005-08-30|2008-12-25|Grob Gustav R|Method for Vertically Extruding a Concrete Element, Device for Producing a Concrete Element, and Wind Turbine Generator Tower Produced by This Method|
    ES2371960A1|2009-11-30|2012-01-12|Inneo Torres, S.L.|Factory for the molding manufacture of precast concrete voussoirs for the construction of wind generator support towers|
    WO2011135172A1|2010-04-27|2011-11-03|Consolis Technology Oy Ab|Method for assembling a wind turbine tower on an erection foundation and a device|
    WO2014067884A1|2012-10-30|2014-05-08|Technische Universität Wien|Method for producing a tower construction from reinforced concrete|US20170089090A1|2014-10-30|2017-03-30|Byo Towers, S.L.|Method for installing a hollow concrete tower made from more than one segment and corresponding hollow concrete tower|WO2004007955A1|2002-07-16|2004-01-22|Aloys Wobben|Method for the production of a concrete tower segment of a wind power plant|
    DE102011079314A1|2011-07-18|2013-01-24|Rolf J. Werner|Tower-shaped structure|CN110469179A|2019-08-15|2019-11-19|国网河北省电力有限公司无极县供电分公司|10 KV distribution transformer electric pole construction methods|
    法律状态:
    2016-12-27| FG2A| Definitive protection|Ref document number: 2565518 Country of ref document: ES Kind code of ref document: B1 Effective date: 20161227 |
    优先权:
    申请号 | 申请日 | 专利标题
    ES201431348A|ES2565518B1|2014-09-17|2014-09-17|Method for the manufacture of tubular concrete segments and for the erection of towers by means of said tubular segments|ES201431348A| ES2565518B1|2014-09-17|2014-09-17|Method for the manufacture of tubular concrete segments and for the erection of towers by means of said tubular segments|
    PCT/ES2015/070675| WO2016042193A1|2014-09-17|2015-09-17|Manufacturing method for tubular segments of concrete and for erecting towers|
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