Design and Verification of Large-Diameter Tower Sharding Platform for Wind Turbine

[Objective] In recent years, the wind turbine diameter of wind turbine has become larger and larger, which makes the wind load borne by the tower barrel more and more. In order to match the wind turbine, it is necessary to increase the diameter of the tower to meet its bearing capacity. With the inc...

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Main Authors: Jiawen LAN, Qianjun ZHAI, Zhongze SUN, Xiongbin WAN
Format: Article
Language:English
Published: Energy Observer Magazine Co., Ltd. 2025-01-01
Series:南方能源建设
Subjects:
Online Access:https://www.energychina.press/en/article/doi/10.16516/j.ceec.2024-150
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author Jiawen LAN
Qianjun ZHAI
Zhongze SUN
Xiongbin WAN
author_facet Jiawen LAN
Qianjun ZHAI
Zhongze SUN
Xiongbin WAN
author_sort Jiawen LAN
collection DOAJ
description [Objective] In recent years, the wind turbine diameter of wind turbine has become larger and larger, which makes the wind load borne by the tower barrel more and more. In order to match the wind turbine, it is necessary to increase the diameter of the tower to meet its bearing capacity. With the increase of the diameter of the tower barrel, the diameter of the platform inside the tower barrel will also increase, and the weight will increase correspondingly, resulting in an increase in cost. At the same time, the diameter of the platform in the tower barrel increases, if the traditional platform beam is used, the welding part of the platform beam with the barrel is easy to cause a large stress concentration, and the structural failure is easy to occur, resulting in heavy losses. [Method] In order to avoid the problems of cost increase and easy failure of the welding part between the platform beam and the cylinder, caused by the increase of the platform diameter, the whole large inner platform of the tower cylinder was divided into 6 independent small platforms, and 2~3 supports were designed at the lower part of the platform, with one end of the support welded with the cylinder and one end free. The deformation and strength of the platform under two load conditions (SLS and ULS) were evaluated by the finite element analysis software. [Result] It is found that the platform is safe under the corresponding load conditions and is widely used in the field. [Conclusion] The design of sharding platform can not only meet the requirements of field use intensity, but also reduce weight and cost, and produce certain economic benefits, which has further promotion value.
format Article
id doaj-art-cbebff8cc6b0439f86b2ad605962e387
institution Kabale University
issn 2095-8676
language English
publishDate 2025-01-01
publisher Energy Observer Magazine Co., Ltd.
record_format Article
series 南方能源建设
spelling doaj-art-cbebff8cc6b0439f86b2ad605962e3872025-01-25T06:21:38ZengEnergy Observer Magazine Co., Ltd.南方能源建设2095-86762025-01-0112114114610.16516/j.ceec.2024-1502024-150Design and Verification of Large-Diameter Tower Sharding Platform for Wind TurbineJiawen LAN0Qianjun ZHAI1Zhongze SUN2Xiongbin WAN3Dongfang Electric Wind Power Co., Ltd., Deyang 618000, Sichuan, ChinaDongfang Electric Wind Power Co., Ltd., Deyang 618000, Sichuan, ChinaDongfang Electric Wind Power Co., Ltd., Deyang 618000, Sichuan, ChinaDongfang Electric Wind Power Co., Ltd., Deyang 618000, Sichuan, China[Objective] In recent years, the wind turbine diameter of wind turbine has become larger and larger, which makes the wind load borne by the tower barrel more and more. In order to match the wind turbine, it is necessary to increase the diameter of the tower to meet its bearing capacity. With the increase of the diameter of the tower barrel, the diameter of the platform inside the tower barrel will also increase, and the weight will increase correspondingly, resulting in an increase in cost. At the same time, the diameter of the platform in the tower barrel increases, if the traditional platform beam is used, the welding part of the platform beam with the barrel is easy to cause a large stress concentration, and the structural failure is easy to occur, resulting in heavy losses. [Method] In order to avoid the problems of cost increase and easy failure of the welding part between the platform beam and the cylinder, caused by the increase of the platform diameter, the whole large inner platform of the tower cylinder was divided into 6 independent small platforms, and 2~3 supports were designed at the lower part of the platform, with one end of the support welded with the cylinder and one end free. The deformation and strength of the platform under two load conditions (SLS and ULS) were evaluated by the finite element analysis software. [Result] It is found that the platform is safe under the corresponding load conditions and is widely used in the field. [Conclusion] The design of sharding platform can not only meet the requirements of field use intensity, but also reduce weight and cost, and produce certain economic benefits, which has further promotion value.https://www.energychina.press/en/article/doi/10.16516/j.ceec.2024-150wind wheel diameterplatform in tower cylinderfinite element analysisload conditionsharding platform
spellingShingle Jiawen LAN
Qianjun ZHAI
Zhongze SUN
Xiongbin WAN
Design and Verification of Large-Diameter Tower Sharding Platform for Wind Turbine
南方能源建设
wind wheel diameter
platform in tower cylinder
finite element analysis
load condition
sharding platform
title Design and Verification of Large-Diameter Tower Sharding Platform for Wind Turbine
title_full Design and Verification of Large-Diameter Tower Sharding Platform for Wind Turbine
title_fullStr Design and Verification of Large-Diameter Tower Sharding Platform for Wind Turbine
title_full_unstemmed Design and Verification of Large-Diameter Tower Sharding Platform for Wind Turbine
title_short Design and Verification of Large-Diameter Tower Sharding Platform for Wind Turbine
title_sort design and verification of large diameter tower sharding platform for wind turbine
topic wind wheel diameter
platform in tower cylinder
finite element analysis
load condition
sharding platform
url https://www.energychina.press/en/article/doi/10.16516/j.ceec.2024-150
work_keys_str_mv AT jiawenlan designandverificationoflargediametertowershardingplatformforwindturbine
AT qianjunzhai designandverificationoflargediametertowershardingplatformforwindturbine
AT zhongzesun designandverificationoflargediametertowershardingplatformforwindturbine
AT xiongbinwan designandverificationoflargediametertowershardingplatformforwindturbine