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PE20180768A1 - STRUCTURAL CONCRETE TOWER AND MOUNTING METHOD - Google Patents

STRUCTURAL CONCRETE TOWER AND MOUNTING METHOD

Info

Publication number
PE20180768A1
PE20180768A1 PE2017001567A PE2017001567A PE20180768A1 PE 20180768 A1 PE20180768 A1 PE 20180768A1 PE 2017001567 A PE2017001567 A PE 2017001567A PE 2017001567 A PE2017001567 A PE 2017001567A PE 20180768 A1 PE20180768 A1 PE 20180768A1
Authority
PE
Peru
Prior art keywords
tower
mounting method
concrete tower
structural concrete
segments
Prior art date
Application number
PE2017001567A
Other languages
Spanish (es)
Inventor
De Sa Cristiano Ferreira
Marcos Onishi
Kako Daniel Massashi
Original Assignee
Protende Sist E Metodos De Construcoes Ltda
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 Protende Sist E Metodos De Construcoes Ltda filed Critical Protende Sist E Metodos De Construcoes Ltda
Publication of PE20180768A1 publication Critical patent/PE20180768A1/en

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H12/00—Towers; Masts or poles; Chimney stacks; Water-towers; Methods of erecting such structures
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H12/00—Towers; Masts or poles; Chimney stacks; Water-towers; Methods of erecting such structures
    • E04H12/18—Towers; Masts or poles; Chimney stacks; Water-towers; Methods of erecting such structures movable or with movable sections, e.g. rotatable or telescopic
    • E04H12/182—Towers; Masts or poles; Chimney stacks; Water-towers; Methods of erecting such structures movable or with movable sections, e.g. rotatable or telescopic telescopic
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H12/00—Towers; Masts or poles; Chimney stacks; Water-towers; Methods of erecting such structures
    • E04H12/02—Structures made of specified materials
    • E04H12/12—Structures made of specified materials of concrete or other stone-like material, with or without internal or external reinforcements, e.g. with metal coverings, with permanent form elements
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H12/00—Towers; Masts or poles; Chimney stacks; Water-towers; Methods of erecting such structures
    • E04H12/22—Sockets or holders for poles or posts
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H12/00—Towers; Masts or poles; Chimney stacks; Water-towers; Methods of erecting such structures
    • E04H12/22—Sockets or holders for poles or posts
    • E04H12/2253—Mounting poles or posts to the holder
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H12/00—Towers; Masts or poles; Chimney stacks; Water-towers; Methods of erecting such structures
    • E04H12/34—Arrangements for erecting or lowering towers, masts, poles, chimney stacks, or the like
    • Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
    • Y02E10/00—Energy generation through renewable energy sources
    • Y02E10/70—Wind energy
    • Y02E10/728—Onshore wind turbines

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Chemical & Material Sciences (AREA)
  • Materials Engineering (AREA)
  • Wood Science & Technology (AREA)
  • Wind Motors (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)

Abstract

Dicha torre estando compuesta por la superposicion de un primer (21) y un segundo (22) segmentos de torre, cada segmento de torre estando formado por el apilamiento de por lo menos dos tramos cilindricos de distintos diametros (21a, 21b, 22a, 22b, 22c) y al menos un tramo troncoconico (21c, 22d,22e) entre dichos tramos cilindricos. El metodo de montaje de la torre comprende dos etapas, la primera consiste en la construccion concentrica de los dos dichos segmentos de torre y la segunda en la elevacion del segmento de torre interno (22), que queda soportado por el segmento de torre exterior (21), donde la union entre dichos segmentos de torre es proporcionada por un nudo doble de comportamiento inverso (24)Said tower being composed of the superposition of a first (21) and a second (22) tower segments, each tower segment being formed by the stacking of at least two cylindrical sections of different diameters (21a, 21b, 22a, 22b , 22c) and at least one frustoconical section (21c, 22d, 22e) between said cylindrical sections. The tower assembly method comprises two stages, the first consists in the concentric construction of the two said tower segments and the second in the elevation of the internal tower segment (22), which is supported by the outer tower segment ( 21), where the union between said tower segments is provided by a double node with inverse behavior (24)

PE2017001567A 2016-10-11 2017-09-19 STRUCTURAL CONCRETE TOWER AND MOUNTING METHOD PE20180768A1 (en)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
BR102016023743-2A BR102016023743B1 (en) 2016-10-11 2016-10-11 STRUCTURAL CONCRETE TOWER AND ASSEMBLY METHOD

Publications (1)

Publication Number Publication Date
PE20180768A1 true PE20180768A1 (en) 2018-05-07

Family

ID=61597930

Family Applications (1)

Application Number Title Priority Date Filing Date
PE2017001567A PE20180768A1 (en) 2016-10-11 2017-09-19 STRUCTURAL CONCRETE TOWER AND MOUNTING METHOD

Country Status (7)

Country Link
CN (1) CN107916816A (en)
AR (1) AR109928A1 (en)
BR (1) BR102016023743B1 (en)
CL (1) CL2017002524A1 (en)
CO (1) CO2017005837A1 (en)
PE (1) PE20180768A1 (en)
WO (1) WO2018068117A1 (en)

Families Citing this family (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
ES2728789B2 (en) * 2018-04-25 2020-03-03 Esteyco S A MOBILE MODULE FOR LIFTING TELESCOPIC TOWERS AND LIFTING PROCEDURE FOR TELESCOPIC TOWERS
ES2761748A1 (en) * 2018-11-19 2020-05-20 Nabrawind Tech Sl Foundation for a wind turbine tower (Machine-translation by Google Translate, not legally binding)
CN111287905B (en) * 2018-12-06 2024-04-19 上海风领新能源有限公司 Tower drum
CN109930892A (en) * 2019-03-19 2019-06-25 中国电建集团华东勘测设计研究院有限公司 A kind of pre-tensioning system fragment prefabricated prestressing concrete tower structure
CN110877190B (en) * 2019-09-22 2024-10-29 中铁宝桥集团有限公司 Machining process for large-section low-profile single-box multi-chamber steel tower end face
CN111576978B (en) * 2020-04-03 2021-11-09 国网浙江省电力有限公司湖州供电公司 Transmission line drilling tower
CN112240128B (en) * 2020-08-28 2022-02-22 浙江德宝通讯科技股份有限公司 Tower support base and communication tower
WO2024189253A2 (en) * 2023-03-14 2024-09-19 Tenllado Infraestructuras, S.L. Tubular tower with decreasing cross-section
CN119392748A (en) * 2025-01-02 2025-02-07 浙江华东新能科技有限公司 A wind power tower beach foundation and construction method thereof

Family Cites Families (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0645977B2 (en) * 1988-01-27 1994-06-15 株式会社大林組 Lift up or down construction method
DE10126912A1 (en) * 2001-06-01 2002-12-19 Oevermann Gmbh & Co Kg Hoch Un Prestressed concrete tower structure
MX2010003824A (en) * 2007-10-09 2010-05-13 Jeffrey O Willis Tower structure and method of assembling.
WO2011006526A1 (en) * 2009-07-13 2011-01-20 Vsl International Ag Telescopic tower assembly and method
ES2407780B1 (en) * 2011-12-09 2014-09-05 Esteyco Energía S.L. ASSEMBLY OF HORIZONTAL BOARD BETWEEN TWO TELESCOPIC PORTIONS OF AEROGENERATOR TOWER AND ITS INSTALLATION PROCEDURE
ES2407756B1 (en) * 2011-12-09 2014-06-10 Esteyco Energía S.L. ASSEMBLY PROCEDURE OF A TELESCOPIC TOWER
ES2407779B1 (en) * 2011-12-09 2014-09-02 Esteyco Energía S.L. ASSEMBLY PROCEDURE OF A TELESCOPIC TOWER AND MEANS TO IMPLEMENT SUCH PROCEDURE
WO2016119035A1 (en) * 2015-01-30 2016-08-04 Proacqua Construções E Comércio Ltda. Structural material tower and assembly method

Also Published As

Publication number Publication date
BR102016023743A2 (en) 2018-05-02
WO2018068117A1 (en) 2018-04-19
CL2017002524A1 (en) 2018-02-16
CO2017005837A1 (en) 2017-12-15
AR109928A1 (en) 2019-02-06
BR102016023743B1 (en) 2022-11-29
CN107916816A (en) 2018-04-17

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