P23 木结构工程 标准查询与下载
共找到 354 条与 木结构工程 相关的标准，共 24 页
Building works - Timber structures connected with metal plate fasteners or gussets - Part 1-1 : contract bill of technical model clauses.
- ICS
- 91.080.20
- CCS
- P23
- 发布
- 2012-01-01
- 实施
- 2012-01-28
The WFCM provides engineered and prescriptive design requirements for wood frame construction used in one- and two-family dwellings. constructed in high-wind, seismic and snow regions.
Wood Frame Construction Manual for One and Two-Family Dwellings
- ICS
- 91.040.30;91.080.20
- CCS
- P23
- 发布
- 2012-01-01
- 实施
This part of ISO 22389 specifies the component performance and manufacturing requirements for prefabricated wood-based I-beams used as structural members in bending applications. It does not cover fire performance, formaldehyde requirements and biological durability. This part of ISO 22389 gives requirements for manufacturing, in-house quality assurance and periodic reevaluation of prefabricated wood-based I-beams. Wood-based I-beams tested according to this part of ISO 22389 are intended for use in covered conditions and utilize components that are able to resist the effects of moisture on structural performance due to construction delays or other conditions of similar severity, but not permanently exposed to the weather. NOTE The service conditions are similar to “Service class 2” as defined in ISO 20152-1. Testing, evaluation, and performance characterization requirements for prefabricated wood-based I-beams are covered in ISO 22389-1. This part of ISO 22389 does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility of the user of this part of ISO 22389 to establish appropriate health and safety practices and determine the applicability of regulatory limitations prior to use.
Timber structures - Bending applications of I-beams - Part 2: Component performance and manufacturing requirements
- ICS
- 91.080.20
- CCS
- P23
- 发布
- 2012-01
- 实施
1.1 This specification recognizes the complexity of structural glued products. Consequently, this specification covers both specific procedures and statements of intent that sampling and analysis must relate to the specific product. 1.2 This specification was developed in the light of currently manufactured products as defined in 3.2. Materials that do not conform to the definitions are beyond the scope of this specification. A brief discussion is found in Appendix X1. 1.3 Details of manufacturing procedures are beyond the scope of this specification. Note 1???There is some potential for manufacturing variables to affect the properties of members that are loaded for sustained periods of time. Users of this specification are advised to consider the commentary on this topic in Appendix X1. 1.4 This specification primarily considers end use in dry service conditions, such as with most protected framing members, where the average equilibrium moisture content for solid-sawn lumber is less than 168201;%. The conditioning environment of 6.3 is considered representative of such uses. 1.5 The performance of structural composite lumber is affected by wood species, wood element size and shape, and adhesive and production parameters. Therefore, products produced by each individual manufacturer shall be evaluated to determine their product properties, regardless of the similarity in characteristics to products produced by other manufacturers. Where a manufacturer produces product in more than one facility, each production facility shall be evaluated independently. For additional production facilities, any revisions to the full qualification program in accordance with this specification shall be approved by the independent qualifying agency. 1.6 This specification is intended to provide manufacturers, regulatory agencies, and end users with a means to evaluate a composite lumber product intended for use as a structural material. 1.7 This specification covers initial qualification sampling, mechanical and physical tests, analysis, and design value assignments. Requirements for a quality-control program and cumulative evaluations are included to ensure maintenance of allowable design values for the product. 1.8 This specification, or parts thereof, shall be applicable to structural composite lumber portions of manufactured structural components. 1.9 The values stated in inch-pound units are to be regarded as standard. The values given in parentheses are mathematical conversions to SI units that are provided for information only and are not considered standard. 1.10 This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility of the user of this standard t......
Standard Specification for Evaluation of Structural Composite Lumber Products
- ICS
- 79.060.01 (Wood-based panels in general)
- CCS
- P23
- 发布
- 2012
- 实施
1.1 General???This specification gives procedures for establishing, monitoring, and reevaluating structural capacities of prefabricated wood I-joists. Capacities considered are shear, reaction, moment, and stiffness. Procedures for establishing common details are given and certain design considerations specific to wood I-joists are itemized. 1.2 Contents of the Standard???An index and brief description of the main features of this specification are given in X1.1.1. 1.3 Development of the Standard???The development and intent of this specification is discussed in Appendix X1. 1.4 The values stated in inch-pound units are to be regarded as standard. The values given in parentheses are mathematical conversions to SI units that are provided for information only and are not considered standard. 1.5 This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility of the user of this standard to establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use. A specific precautionary statement is given in 6.1.1.5.
Standard Specification for Establishing and Monitoring Structural Capacities of Prefabricated Wood I-Joists
- ICS
- 79.080 (Semi-manufactures of timber)
- CCS
- P23
- 发布
- 2012
- 实施
1.1 This specification covers procedures for computing the reference resistance of wood-based materials and structural connections for use in load and resistance factor design (LRFD). The reference resistance derived from this specification applies to the design of structures addressed by the load combinations in ASCE 7-10. 1.2 A commentary to this specification is provided in Appendix X1.
Standard Specification for Computing Reference Resistance of Wood-Based Materials and Structural Connections for Load and Resistance Factor Design
- ICS
- 35.240.70 (IT applications in science)
- CCS
- P23
- 发布
- 2012
- 实施
Provides guidelines and requirements for structural and fire design of wood products, and their connectors.
National Design Specification (R) for Wood Construction
- ICS
- 91.080.20
- CCS
- P23
- 发布
- 2012
- 实施
Provides technical design and performance criteria that will facilitate and promote the design, construction, and installation of safe and reliable structures constructed of log timbers.
Standard on the Design and Construction of Log Structures
- ICS
- 79.040
- CCS
- P23
- 发布
- 2012
- 实施
Timber structures - Testing of punched metal plate fasteners and joints
- ICS
- 91.080.20
- CCS
- P23
- 发布
- 2011-11
- 实施
Timber structures - Test methods - Racking strength and stiffness of timber frame wall panels; German version EN 594:2011
- ICS
- 91.060.10;91.080.20
- CCS
- P23
- 发布
- 2011-09
- 实施
Test methods of bending and impact for building boards (Amendment 1)
- ICS
- 91.100.01
- CCS
- P23
- 发布
- 2011-08-22
- 实施
Regulations governing the use of timber in structure - Visual classification for the use of French softwood and hardwood species in structures - Part 1 : massive wood.
- ICS
- 79.040;91.080.20
- CCS
- P23
- 发布
- 2011-08-01
- 实施
- 2011-08-27
Timber structures - Test methods - Racking strength and stiffness of timber frame wall panels.
- ICS
- 91.060.10;91.080.20
- CCS
- P23
- 发布
- 2011-08-01
- 实施
- 2011-08-20
Regulations governing the use of timber in structure - Visual classification for the use of French softwood and hardwood species in structures - Part 2 : alternative method for massif wood used for manufacturing glued laminated timber BLC and glued solid
- ICS
- 79.040;91.080.20
- CCS
- P23
- 发布
- 2011-08-01
- 实施
- 2011-08-27
National Annex - Nationally determined parameters - Eurocode 5: Design of timber structures - Part 2: Bridges
- ICS
- 91.010.30;91.080.20
- CCS
- P23
- 发布
- 2011-08
- 实施
This European Standard specifies the test method to be used in determining the racking strength and stiffness of timber frame wall panels. The test method is intended primarily for panels as described, to provide: comparative performance values for the materials used in the manufacture of the panels, and data information for use in structural design. The principle of the test method is suited to other sizes and shapes of panels and to other methods of hold down as well as panels which are partially sheathed and to combinations of panels. NOTE The method is detailed for a general situation where the client for the test knows the materials to be used in the construction, which may cover a range of different panels and walls and therefore wishes to test a standard configuration of panel. Where specific details are fixed they may be incorporated into the test but any additions or changes to the standard configuration are indicated in the test report and, later, can lead to limitations on the use of the test data.
Timber structures. Test methods. Racking strength and stiffness of timber frame wall panels
- ICS
- 91.060.10;91.080.20
- CCS
- P23
- 发布
- 2011-07-31
- 实施
- 2011-07-31
Technical specification for prefabricated wooden structure houses with energy dissipation nodes
- ICS
- 91.080.20
- CCS
- P23
- 发布
- 2011-06-13
- 实施
- 2011-07-15
Timber structures - Structural insulated panel walls - Test methods
- ICS
- 91.080.20
- CCS
- P23
- 发布
- 2011-06
- 实施
Timber structures. Structural timber and glued laminated timber. Determination of some physical and mechanical properties
- ICS
- 79.040;79.060.99
- CCS
- P23
- 发布
- 2011-05-31
- 实施
- 2011-05-31
This European Standard specifies test methods for determining the following properties of structural timber and glued laminated timber: modulus of elasticity in bending; shear modulus; bending strength; modulus of elasticity in tension parallel to the grain; tension strength parallel to the grain; modulus of elasticity in compression parallel to the grain; compression strength parallel to the grain; modulus of elasticity in tension perpendicular to the grain; tension strength perpendicular to the grain; modulus of elasticity in compression perpendicular to the grain; compression strength perpendicular to the grain and shear strength. In addition, the determination of dimensions, moisture content, and density of test pieces are specified. The methods apply to rectangular and circular shapes (of substantially constant cross section) of solid unjointed timber or finger-jointed timber and glued laminated timber unless stated otherwise.
Timber structures. Structural timber and glued laminated timber. Determination of some physical and mechanical properties
- ICS
- 79.040;79.060.99;91.080.209
- CCS
- P23
- 发布
- 2011-05-31
- 实施
- 2011-05-31
