GB 55005-2021Code for design of timber structures (English PDF)
木结构通用规范
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Issued by
Ministry of Housing and Urban-Rural Development of PRC
Level / Type
National · Mandatory
Issue date
April 12, 2021
Implementation date
January 1, 2022
Scope
GB 55005-2021 is the English-translated version of 木结构通用规范.
GB 55005-2021 is the Chinese standard "Code for design of timber structures".
Its scope clause reads: 1.0.1 This specification is hereby formulated, in order to ensure the quality and safety of timber structure projects, implement resource conservation and environmental protection policies, ensure the safety of people's lives and property and personal health, improve the sustainable development level of timber structure projects.
1.0.2 Timber structure engineering must implement this specification. 1.0.3 Whether the technical methods and measures, which are adopted in the project construction, meet the requirements of this specification, shall be determined by the relevant responsible entities.
Among them, innovative technical methods and measures shall be demonstrated, to meet the relevant performance requirements in this specification. Its clauses include general; basic provisions; materials; design; protection and fire protection; construction and acceptance; maintenance and removal.
It was issued by the Ministry of Housing and Urban-Rural Development of PRC on 2021-04-12 and took effect on 2022-01-01.
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Document preview — GB 55005-2021
National Standard of the People's Republic of China
Issued by: Ministry of Housing and Urban-Rural Development of PRC
Contents
- Foreword...3
- 1 General...6
- 2 Basic provisions...6
- 3 Materials...7
- 4 Design...9
- 4.1 Structural system...9
- 4.2 Component design...10
- 4.3 Connection design...11
- 4.4 Anti-seismic and anti-wind design...12
- 5 Protection and fire protection...13
- 5.1 Waterproof and moisture-proof...13
- 5.2 Prevention of termite hazards...14
- 5.3 Anticorrosion...15
- 5.4 Fire protection...16
- 6 Construction and acceptance...17
- 7 Maintenance and removal...19
1 General
1.0.1 This specification is hereby formulated, in order to ensure the quality and safety of timber structure projects, implement resource conservation and environmental protection policies, ensure the safety of people's lives and property and personal health, improve the sustainable development level of timber structure projects.
1.0.2 Timber structure engineering must implement this specification.
1.0.3 Whether the technical methods and measures, which are adopted in the project construction, meet the requirements of this specification, shall be determined by the relevant responsible entities. Among them, innovative technical methods and measures shall be demonstrated, to meet the relevant performance requirements in this specification.
2 Basic provisions
2.0.1 The safety level of timber structure and its components shall not be less than level 3.When the safety levels of structural members and components are inconsistent with that of the structures, they shall be clearly marked in the design documents.
2.0.2 The design service life of timber structure shall meet the following requirements.
2.0.5 For the design, construction, supervision, inspection, supervision and
other work of timber structure engineering, it shall unify the measurement standards; when timber structure is constructed, it shall check the structural bearing capacity and stability of each construction process stage.
3 Materials
3.0.1 The timber structure shall adopt square timber, logs, sawn timber, engineered timber products, which have clear material grade or strength grade.
3.0.2 The moisture content of structural timber shall meet the requirements for design, production, installation of timber structure.
3.0.5 The steel used in the timber structure shall meet the following requirements.
3.0.6 In addition to meeting the requirements of Article 3.0.5 of this specification, the metal connectors, which are used in the timber structure, shall also provide a product quality certificate. The cast steel connectors shall also have a qualified guarantee for the reduction of cross-sectional area. Stainless steel connectors shall also have the qualified guarantee of nominal yield strength, tensile strength, elongation, content of carbon, nickel, chromium, molybdenum.
4 Design
4.1 Structural system
4.1.1 The structural analysis shall meet the following requirements.
4.1.2 When the timber structure is designed, according to the ultimate state of bearing capacity, it shall meet the following requirements.
4.2 Component design
4.2.1 The axially stressed members and eccentrically stressed members shall be subject to strength calculations. Axially compressed members and compression-bending members shall be subjected to stability verification, to ensure that the members meet the strength and stability requirements.
4.2.4 The design of timber shear wall shall meet the following requirements.
4.2.5 Floor (roof) slab's design shall meet the following requirements.
4.2.6 For the shear walls and diaphragms of light timber structures, that do not conform to the structural design method, they shall be designed according to the calculation results.
4.4 Anti-seismic and anti-wind design
4.4.1 For light timber structure buildings, which have 3 and less floors, when the following conditions are met, the anti-seismic and anti-wind design shall allow the use of structural design methods.
4.4.4 For the timber mixed structure, whose upper part is timber structure AND the lower part is other structures, the connection shall be subject to strength, local compression, aseismic design of pullout action.
5 Protection and fire protection
5.1 Waterproof and moisture-proof
5.1.1 The parts of the timber structure, that are susceptible to moisture and humidity erosion, shall take structural measures, such as waterproof and moisture-proof. Meanwhile it shall meet the following requirements.
5.1.4 It shall provide drainage measures, around the outdoor floor of a timber structure building. It shall take waterproof and moisture-proof measures, for the basement and the overhead layer of the ground floor.
5.2 Prevention of termite hazards
5.2.1 For the division of the area of timber structure buildings, which are affected by termites, it shall be determined according to the degree of termite damage, based on Table 5.2.1.
5.3 Anticorrosion
5.3.1 Timber structures shall take corresponding chemical anti-corrosion treatment measures, according to the use environment. Under the following use environment conditions, structural timber shall be subject to the anti-corrosion treatment.
5.3.4 The structural timber, which is used in the timber structure bridge, shall be subject to anticorrosion treatment.
5.4 Fire protection
5.4.1 The timber structure shall be designed for the fire endurance limit of the components and the fire protection structure design of the structure.
5.4.2 The fire protection of timber structures shall meet the following requirements.
5.4.3 Timber, timber components, wood products and other flammable
materials, which are stacked on the construction site of the timber structure, shall be kept away from the fire source. The storage location shall be upwind from the fire source. Open flame operation is strictly prohibited.
5.4.4 It shall adopt fire prevention measures or fire-fighting equipment, at the construction site of timber structure engineering.
6 Construction and acceptance
6.0.1 In the engineering construction of timber structures, it shall take safety measures to ensure the bearing capacity and stability of the structure, during the construction process, as well as measures to ensure the safety of construction equipment and facilities; meanwhile, it shall carry out necessary verification.
6.0.4 The construction quality control of timber structure engineering shall meet the following requirements.
6.0.5 When other materials and components are used to replace the materials and components, which are specified in the design documents, for the construction of timber structures, it shall ensure the reliability of the structure.
6.0.6 The inspection of incoming timber and timber products shall include the following items.
6.0.8 The location of the various connection nodes of the timber structure, the
type, specification and quantity of the connection parts shall comply with the requirements of the design documents.
6.0.9 The quality of inspection batch and item work of timber structure shall be implemented in accordance with the following requirements.
7 Maintenance and removal
7.0.1 Within the design service life of the timber structure buildings, it shall establish an inspection and maintenance system, for waterproof, moisture- proof and anti-biological hazard measures, according to the local climate conditions, the degree of termite hazards, the characteristics of the building.
7.0.3 When the structural safety is affected by the renovation of timber structures, it shall test and assess the structure; take effective treatment measures, according to the appraisal results.
7.0.4 The timber structure shall be demolished under the following conditions.
7.0.5 For the demolition of timber structures, it shall carry out site assessment;
formulate a special demolition plan. Meanwhile, there shall be measures for safety protection, control of dust, construction materials, garbage classification and disposal.
7.0.6 Before the timber structure is dismantled, it shall make written safety technical disclosure, for the construction workers.
7.0.7 When manual or mechanical dismantling is used, the dismantling shall be carried out floor by floor from top to bottom, in segments. It shall first remove the non-load-bearing structure, then the load-bearing structure.
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This preview omits tables, figures, formulas and parts of the technical clauses. The complete document — 19 pages — is available in the English PDF.
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GB 55005-2021
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