JPS6471973A - Method of constructing hollow steel tower by steel plate assembly system - Google Patents
Method of constructing hollow steel tower by steel plate assembly systemInfo
- 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
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.
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)
| 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 | Hull protection mechanism in water conservancy ship lock area |
| CN108086773A (en) * | 2017-12-21 | 2018-05-29 | 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 turbine steel tower ring segment and method |
-
1987
- 1987-09-11 JP JP22897587A patent/JPS6471973A/en active Pending
Cited By (10)
| 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 | Hull protection mechanism in water conservancy ship lock area |
| WO2019020463A1 (en) * | 2017-07-26 | 2019-01-31 | Wobben Properties Gmbh | Wind turbine steel tower ring segment and method |
| US11118371B2 (en) | 2017-07-26 | 2021-09-14 | Wobben Properties Gmbh | Wind turbine steel tower ring segment and method |
| CN108086773A (en) * | 2017-12-21 | 2018-05-29 | 江苏佑能实业有限公司 | A kind of high strength light gauge rod tower |
| 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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