GB 50884-2013Code for Design of Steel Silo Structures (English PDF)
钢筒仓技术规范
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Issued by
Ministry of Housing and Urban-Rural Development
Level / Type
National · Mandatory
Issue date
June 8, 2013
Implementation date
December 1, 2013
Scope
GB 50884-2013 is the English-translated version of 钢筒仓技术规范.
GB 50884-2013 is the Chinese standard "Code for Design of Steel Silo Structures". Its scope clause reads: 1.0.1 This code is formulated with a view to implementing the technical and economic policies of the nation in the design of steel silos, so as to achieve advanced technology, economic rationality, safety and applicability, and assured quality.
1.0.2 This code is applicable to the design of steel silos meeting the following conditions: 1 in the building materials, coal, metallurgical, chemical and petrochemical industries; 2 with a circular or rectangular horizontal plan shape; 3 with central filling and discharging; 4 storing solid bulk materials.
1.0.3 The design of steel silos shall comply not only with this code but also with the current relevant standards of the nation.
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Document preview — GB 50884-2013
National Standard of the People's Republic of China
Issued by: Ministry of Housing and Urban-Rural Development
Contents
- Foreword
- 1 General provisions
- 2 Terms and symbols
- 2.1 Terms
- 2.2 Symbols
- 3 Basic requirements
- 3.1 General requirements
- 3.2 Materials
- 3.3 Structural layout principles
- 3.4 Structural type selection
- 4 Loads and load effect combinations
- 4.1 General requirements
- 4.2 Stored material loads
- 4.3 Seismic action
- 4.4 Load effect combinations
- 5 Circular steel silos
- 5.1 General requirements
- 5.2 Silo roof
- 5.3 Silo wall
- 5.4 Silo bottom
- 5.5 Detailing
- 6 Rectangular steel silos
- 6.1 General requirements
- 6.2 Structural calculation
- 6.3 Detailing
- 7 Supporting structure and foundation
- 8 Lining and protection
- Appendix A Physical property parameters of common stored materials
- Appendix B Formulae for calculating stored material pressure in shallow circular silos
- Appendix C Calculation coefficients for stored material loads
- Appendix D Membrane internal forces of shells of revolution under symmetrical loads
- Explanation of wording in this code
- List of quoted standards
- Addition: Explanation of provisions
Foreword
This code was compiled jointly by China Nerin Engineering Co., Ltd. together with the organizations concerned in accordance with the requirements of the "Notice on Printing and Distributing the Plan for the Formulation and Revision of Engineering Construction Standards and Codes in 2007 (Second Batch)" (JIANBIAO [2007] No. 126) issued by the former Ministry of Construction.
During the compilation of this code, the drafting group carried out extensive investigation and research, conscientiously summarized the experience of steel silo construction, referred to the relevant contents of related domestic and foreign industry standards and, on the basis of widely soliciting opinions, compiled this code.
This code consists of 8 chapters and 4 appendices. The main technical contents include: general provisions; terms and symbols; basic requirements; loads and load effect combinations; circular steel silos; rectangular steel silos; supporting structure and foundation; lining and protection, etc.
The provisions printed in bold type in this code are compulsory provisions and shall be strictly implemented.
The Ministry of Housing and Urban-Rural Development is in charge of the administration of this code and the explanation of the compulsory provisions, the Administration Office of Engineering Construction Standards and Codes of the China Nonferrous Metals Industry is responsible for routine management, and China Nerin Engineering Co., Ltd. is responsible for the explanation of technical contents. If there are any opinions or suggestions during the implementation of this code, please send them to the Technology and Quality Department of China Nerin Engineering Co., Ltd. (address: No. 888 Qianhu Avenue, Hongjiaozhou, Nanchang, Jiangxi Province; postcode: 330031).
Chief development organization and participating development organizations of this code:
Chief development organization: China Nerin Engineering Co., Ltd.
Participating development organizations: Tianjin Cement Industry Design and Research Institute Co., Ltd.; MCC Capital Engineering and Research Incorporation Limited; Xi'an Nonferrous Metallurgical Design and Research Institute; China University of Mining and Technology (Beijing); Fuzhou University; SINOPEC Nanjing Design Institute.
1 General provisions
1.0.1 This code is formulated with a view to implementing the technical and economic policies of the nation in the design of steel silos, so as to achieve advanced technology, economic rationality, safety and applicability, and assured quality.
1.0.2 This code is applicable to the design of steel silos meeting the following conditions:
1 in the building materials, coal, metallurgical, chemical and petrochemical industries;
2 with a circular or rectangular horizontal plan shape;
3 with central filling and discharging;
4 storing solid bulk materials.
1.0.3 The design of steel silos shall comply not only with this code but also with the current relevant standards of the nation.
2 Terms and symbols
2.1 Terms
2.1.1 steel silo
Upright steel container for storing bulk materials, circular, square, rectangular, polygonal or of another geometric shape in plan.
2.1.2 top of silo
Structure closing the top surface of the silo body.
2.1.3 barrel
Vertical wall of the silo body which is in direct contact with the stored material and bears the lateral pressure of the stored material.
2.1.4 hopper
Converging part at the bottom of the silo body; container through which the stored material is discharged.
2.1.5 supporting wall
Vertical wall, of the same plan as the silo body, supporting the silo body.
2.1.6 supporting structure of silo bottom
Supporting structure above the foundation of the steel silo and below the silo body.
2.1.7 inclined wall
Inclined silo wall forming the hopper.
2.1.8 deep bin
Steel silo in which the ratio of the calculated height of the stored material hn to the inner diameter dn of a circular silo, or to the short side bn of a rectangular silo, is greater than or equal to 1.5.
2.1.9 shallow bin
Steel silo in which the ratio of the calculated height of the stored material hn to the inner diameter dn of a circular silo, or to the short side bn of a rectangular silo, is less than 1.5.
2.1.10 single silo
Individual steel silo not connected integrally with other buildings or structures.
2.1.11 silos in line
Rectangular steel silos arranged in a single line and connected into an integral whole.
2.1.12 group silos
Three or more rectangular steel silos not arranged in a single line and connected into an integral whole.
2.1.13 filler
Filling material used in the silo bottom to form the discharge slope.
2.1.14 liner
Lining used on the silo bottom, the hopper and part of the silo wall for protection and abrasion resistance and to facilitate the flow of the stored material.
Remaining clauses in the full document
- 2.2 Symbols
- 3 Basic requirements
- 3.1 General requirements
- 3.2 Materials
- 3.3 Structural layout principles
- 3.4 Structural type selection
- 4 Loads and load effect combinations
- 5 Circular steel silos
- 6 Rectangular steel silos
- 7 Supporting structure and foundation
- 8 Lining and protection
- Appendix A Physical property parameters of common stored materials
- Appendix B Formulae for calculating stored material pressure in shallow circular silos
- Appendix C Calculation coefficients for stored material loads
- Appendix D Membrane internal forces of shells of revolution under symmetrical loads
- Explanation of wording in this code
- List of quoted standards
- Addition: Explanation of provisions
......
This preview omits tables, figures, formulas and parts of the technical clauses. The complete document — 100 pages — is available in the English PDF.
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