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GB/T 28410: Evolution and historical versions
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Structural steel plate for wind power tower
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| GB/T 28410-2012 | English | 150 |
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Standard similar to GB/T 28410-2025 GB/T 28415 | GB/T 28905 | GB/T 28907 | GB/T 11251 |
Basic data | Standard ID | GB/T 28410-2025 (GB/T28410-2025) | | Description (Translated English) | Structural steel plate for wind power tower | | Sector / Industry | National Standard (Recommended) | | Classification of Chinese Standard | H46 | | Classification of International Standard | 77.140.50 | | Word Count Estimation | 18,136 | | Date of Issue | 2025-08-29 | | Date of Implementation | 2026-03-01 | | Older Standard (superseded by this standard) | GB/T 28410-2012 | | Issuing agency(ies) | State Administration for Market Regulation; Standardization Administration of China |
GB/T 28410-2025: Structural steel plate for wind power tower---This is an excerpt. Full copy of true-PDF in English version (including equations, symbols, images, flow-chart, tables, and figures etc.), auto-downloaded/delivered in 9 seconds, can be purchased online: https://www.ChineseStandard.net/PDF.aspx/GBT28410-2025
ICS 77.140.50
CCSH46
National Standards of the People's Republic of China
Replaces GB/T 28410-2012
Structural steel plates for wind power towers
Published on 2025-08-29
Implemented on 2026-03-01
State Administration for Market Regulation
The State Administration for Standardization issued a statement.
Foreword
This document complies with the provisions of GB/T 1.1-2020 "Standardization Work Guidelines Part 1.Structure and Drafting Rules of Standardization Documents".
Drafting.
This document replaces GB/T 28410-2012 "Structural Steel Plates for Wind Power Towers". Compared with GB/T 28410-2012, except for structural adjustments...
Aside from integration and editorial changes, the main technical changes are as follows.
a) The upper limit of the thickness range has been changed to 100mm~150mm (see Chapter 1, Chapter 1 of the.2012 edition);
b) Added terms and definitions (see Chapter 3);
c) The designation method has been changed (see Chapter 4, Chapter 3 of the.2012 edition);
d) The controlled rolling delivery status has been removed (see 6.3 in the.2012 version);
e) The requirements for replacing Q345FT steel with Q355FT steel have been changed (see Chapter 7, Chapter 6 of the.2012 edition);
f) The Q500FT steel grade has been added (see Chapter 7);
g) The chemical composition and carbon equivalent of each grade have been changed according to different delivery conditions (see Chapter 7, Chapter 6 of the.2012 edition);
h) The mechanical properties of each grade were modified, changing the lower yield strength to the upper yield strength, thus increasing the impact absorption energy value (see section 7).
Chapter 6 (2012 edition);
i) The non-destructive testing methods have been changed (see Chapters 7 and 8, and 6.6 and Chapter 7 of the.2012 edition).
Please note that some content in this document may involve patents. The issuing organization of this document assumes no responsibility for identifying patents.
This document was proposed by the China Iron and Steel Association.
This document is under the jurisdiction of the National Steel Standardization Technical Committee (SAC/TC183).
This document was drafted by. Nanjing Iron & Steel Co., Ltd., Shandong Iron & Steel Co., Ltd., and Hunan Valin Xiangtan Iron & Steel Co., Ltd.
Metallurgical Industry Information and Standardization Research Institute, Jiangyin Xingcheng Special Steel Co., Ltd., CITIC Metals Co., Ltd., Wuyang Iron & Steel Co., Ltd.
Anyang Iron & Steel Group Co., Ltd., Hebei Puyang Iron & Steel Co., Ltd., Beijing University of Science and Technology, Qingdao Steel Research Institute Nake Testing & Protection Technology Co., Ltd.
The company, Shougang Group Co., Ltd., Nanyang Hanye Special Steel Co., Ltd., Jingye (Yingkou) Medium Plate Co., Ltd., and MCC Heavy Industry (Xinjiang) Co., Ltd.
The company, Changshu Longteng New Energy Equipment Technology Co., Ltd., and Laiwu Steel Group Yinshan Steel Co., Ltd.
The main drafters of this document are. Pan Zhongde, Zhou Guicheng, Ma Heng, Bai Xing, Du Pengju, Zhang Guodong, Wang Shaoyi, Zhang Weixu, Shang Cunliang, and Lu Fengfei.
Wu Huibin, Yang Zhaohui, Huang Leqing, Xu Shaopu, Bai Xuefei, Jiang Xiaoqiang, Liu Lixiang, Wang Zhongxue, Hu Qilong, Qiao Mingliang, He Kang, Zhou Wenhao, Zhang Quanquan
Sun Menghan, Liu Zhongzhu, Xiao Chunjiang, Xu Dangwei, Ren Xinxiu, Zhang Pengcheng, Li Guolei, Qin Liye, Li Zhongbo, Li Wei, Du Xueyang, Wang Tengfei, Jin Xing
Wang Changjun, Li Qian, Tian Zijian, Zhang Qingpu.
The release history of this document and the document it replaces is as follows.
---First published in.2012 as GB/T 28410-2012;
---This is the first revision.
Structural steel plates for wind power towers
1.Scope
This document specifies the designation method, ordering details, manufacturing process, technical requirements, and testing methods for structural steel plates used in wind power towers.
Inspection rules, packaging, markings, and quality certificates.
This document applies to structural steel plates (hereinafter referred to as "steel plates") used in wind power towers with a thickness of 6mm to 150mm.
2 Normative references
The contents of the following documents, through normative references within the text, constitute essential provisions of this document. Dated citations are not included.
For references to documents, only the version corresponding to that date applies to this document; for undated references, the latest version (including all amendments) applies.
This document.
GB/T 222 Permissible deviations in the chemical composition of finished steel
GB/T 223 (all parts) Iron and Steel and Alloys
GB/T 228.1 Metallic materials – Tensile testing – Part 1.Test method at room temperature
GB/T 229 Metallic materials Charpy impact test method
GB/T 232 Metallic Materials - Bending Test Method
GB/T 247 General provisions for packaging, marking and quality certificates of steel plates and strips
GB/T 709 Dimensions, shape, weight and permissible deviations of hot-rolled steel plates and strips
GB/T 1591 Low-alloy high-strength structural steel
GB/T 2970 Ultrasonic Testing Methods for Thick Steel Plates
GB/T 2975 Sampling Location and Specimen Preparation for Mechanical Property Testing of Steel and Steel Products
GB/T 4336 Determination of Multi-Element Content in Carbon Steel and Medium-Low Alloy Steels by Spark Discharge Atomic Emission Spectrometry (Conventional Method)
GB/T 5313 Steel plates with properties in the direction of thickness
GB/T 8170 Rules for rounding off numerical values and the representation and determination of limiting values
GB/T 17505 General technical requirements for delivery of steel and steel products
GB/T 20066 Sampling and Sample Preparation Methods for the Determination of Chemical Composition of Steel and Iron
GB/T 20123 Determination of Total Carbon and Sulfur Content in Iron and Steel - Infrared Absorption Method After Combustion in a High-Frequency Induction Furnace (Conventional Method)
GB/T 20124 Determination of Nitrogen Content in Iron and Steel - Inert Gas Molten Thermal Conductivity Method (Conventional Method)
GB/T 20125 Determination of Multi-Element Content in Low-Alloy Steels by Inductively Coupled Plasma Atomic Emission Spectrometry
NB/T 47013.3 Non-destructive testing of pressure equipment - Part 3.Ultrasonic testing
3.Terms and Definitions
The terms and definitions defined in GB/T 1591 apply to this document.
4.Brand designation method
The steel grade is composed of the first letter of the Chinese pinyin for "yield strength," the specified minimum upper yield strength value, and the Chinese pinyin for "wind tower."
It consists of five parts. the first letter of the name, the delivery status code, and the quality grade symbol (B, C, D, E, F).
Note. When the delivery condition is hot-rolled, the delivery condition designation AR or WAR is usually omitted; when the delivery condition is normalized or normalized rolled, the delivery condition designation is...
The code N represents the delivery condition; when the delivery condition is thermomechanically rolled (TMCP, TMCP tempered), the code M represents the delivery condition; when the delivery condition is quenched and tempered...
In this case, the delivery status code is represented by Q.
Example. Q355FTND, where.
Q --- the first letter of the Chinese pinyin for yield strength;
355 --- The specified minimum upper yield strength value, in megapascals (MPa);
FT --- the first letters of the pinyin for "wind tower";
N --- Delivery condition is normalized or normalized rolled;
D --- Quality grade is D.
When the steel plate is required to have properties in the thickness direction, the grade representing the properties in the thickness direction (Z direction) should be added after the grade specified above.
The symbols (Z15, Z25, Z35), such as Q355FTNDZ15.
5.Order details
5.1 A contract or order placed in accordance with this document shall include at least the following.
a) This document number;
b) Product Name;
c) Brand;
d) Dimensional and shape accuracy;
e) Weight;
f) Delivery status;
g) Special requirements.
5.2 Subject to negotiation between the supplier and the buyer, and specified in the contract, the following content may be selected as the order details in this document. If not specified in the contract...
If so, the products shall be supplied in accordance with 5.1.
a) Welding crack susceptibility coefficient (Pcm).
b) The added alloying elements and their content.
c) Finished product analysis.
d) Impact test temperature and impact test sampling direction.
6.Manufacturing process
6.1 Smelting Method
Steel is smelted in a converter or electric furnace and should be refined outside the furnace.
6.2 Delivery Status
Steel plates are delivered in hot-rolled, normalized, normalized rolled, thermomechanically rolled (TMCP, TMCP tempered) or quenched and tempered condition.
7 Technical Requirements
7.1 Grade and Chemical Composition
7.1.1 The grade and chemical composition (smelting analysis) of steel plates delivered in hot-rolled, normalized or normalized-rolled, thermomechanically rolled, quenched and tempered conditions should be...
It conforms to the provisions of Tables 1, 2, 3 and 4.
7.1.2 When steel plates are required to have properties in the thickness direction, the sulfur content of the steel shall comply with the provisions of GB/T 5313.

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