JPS6471973A - Method of constructing hollow steel tower by steel plate assembly system - Google Patents

Method of constructing hollow steel tower by steel plate assembly system

Info

Publication number
JPS6471973A
JPS6471973A JP22897587A JP22897587A JPS6471973A JP S6471973 A JPS6471973 A JP S6471973A JP 22897587 A JP22897587 A JP 22897587A JP 22897587 A JP22897587 A JP 22897587A JP S6471973 A JPS6471973 A JP S6471973A
Authority
JP
Japan
Prior art keywords
steel tower
outer peripheral
section
cross
tower
Prior art date
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.)
Pending
Application number
JP22897587A
Other languages
Japanese (ja)
Inventor
Kiyoshi Shimada
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.)
Nippon Denro Mfg Co Ltd
Original Assignee
Nippon Denro Mfg Co Ltd
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 Nippon Denro Mfg Co Ltd filed Critical Nippon Denro Mfg Co Ltd
Priority to JP22897587A priority Critical patent/JPS6471973A/en
Publication of JPS6471973A publication Critical patent/JPS6471973A/en
Pending legal-status Critical Current

Links

Landscapes

  • Rod-Shaped Construction Members (AREA)

Abstract

PURPOSE: To permit easier construction work and application to a large-scale steel tower by dividing the cross section of a hollow steel tower longitudinally, providing a bending process inwardly for both the sides of neighboring divided segments or contact segments and forming a cross section by jointing in one united body together with outer peripheral walls. CONSTITUTION: Divided and processed steel plate components 1 are formed by dividing longitudinally the cross section of a steel tower at arbitrary intervals, and this steel plate is bent in the center direction of the tower body and neighboring contact pieces 1b are formed. In addition, reinforcing flanges 1c reinforcing the contact sides are provided depending on the strength required. And longitudinal reinforcing column members 3a also functioning as reinforcing members for the outer peripheral wall 1a are formed, and the outer peripheral walls 1a and the longitudinal reinforcing column members 3a are fixed and jointed with bolts or rivets 2 thereby constituting the whole cross section of the steel tower. In this way, part of strength is used against the external force acting to the steel tower, any decrease in strength due to a local bucking occurred by stress received by the outer peripheral wall 1a is restricted, and the application to a large-scale steel tower is made possible.
JP22897587A 1987-09-11 1987-09-11 Method of constructing hollow steel tower by steel plate assembly system Pending JPS6471973A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP22897587A JPS6471973A (en) 1987-09-11 1987-09-11 Method of constructing hollow steel tower by steel plate assembly system

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP22897587A JPS6471973A (en) 1987-09-11 1987-09-11 Method of constructing hollow steel tower by steel plate assembly system

Publications (1)

Publication Number Publication Date
JPS6471973A true JPS6471973A (en) 1989-03-16

Family

ID=16884804

Family Applications (1)

Application Number Title Priority Date Filing Date
JP22897587A Pending JPS6471973A (en) 1987-09-11 1987-09-11 Method of constructing hollow steel tower by steel plate assembly system

Country Status (1)

Country Link
JP (1) JPS6471973A (en)

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007520653A (en) * 2004-02-04 2007-07-26 コラス・スタール・ベー・ブイ Wind turbine tower, prefabricated metal wall parts for use in wind turbine tower, and method for constructing wind turbine tower
US8720161B2 (en) 2007-03-15 2014-05-13 Postensa Wind Structures S.A. De C.V. Mast for a wind turbine
EP2824257A1 (en) * 2013-07-04 2015-01-14 SIAG Industrie GmbH Method for preparation and erection of a tubular tower structure
CN106592562A (en) * 2016-12-28 2017-04-26 孙永森 A hull protection mechanism for water conservancy ship lock area
CN108086773B (en) * 2017-12-21 2018-08-24 江苏佑能实业有限公司 A kind of high strength light gauge rod tower
WO2019020463A1 (en) * 2017-07-26 2019-01-31 Wobben Properties Gmbh WIND ENERGY PLANT STEEL TOWER RING SEGMENT AND METHOD

Cited By (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007520653A (en) * 2004-02-04 2007-07-26 コラス・スタール・ベー・ブイ Wind turbine tower, prefabricated metal wall parts for use in wind turbine tower, and method for constructing wind turbine tower
US8720161B2 (en) 2007-03-15 2014-05-13 Postensa Wind Structures S.A. De C.V. Mast for a wind turbine
EP2824257A1 (en) * 2013-07-04 2015-01-14 SIAG Industrie GmbH Method for preparation and erection of a tubular tower structure
EP2824257B1 (en) 2013-07-04 2017-08-16 SIAG Industrie GmbH Method for preparation and erection of a tubular tower structure
EP2824257B2 (en) † 2013-07-04 2023-11-15 SIAG Industrie GmbH Method for preparation and erection of a tubular tower structure
CN106592562A (en) * 2016-12-28 2017-04-26 孙永森 A hull protection mechanism for water conservancy ship lock area
WO2019020463A1 (en) * 2017-07-26 2019-01-31 Wobben Properties Gmbh WIND ENERGY PLANT STEEL TOWER RING SEGMENT AND METHOD
JP2020527211A (en) * 2017-07-26 2020-09-03 ヴォッベン プロパティーズ ゲーエムベーハー Wind Turbine Steel Tower Ring Segments and Methods
US11118371B2 (en) 2017-07-26 2021-09-14 Wobben Properties Gmbh Wind turbine steel tower ring segment and method
CN108086773B (en) * 2017-12-21 2018-08-24 江苏佑能实业有限公司 A kind of high strength light gauge rod tower

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