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
This European Standard specifies the requirements for visual and machine graded structural timber with rectangular cross-sections shaped by sawing, planing or other methods, and having deviations from the target sizes corresponding to EN 336. This European Standard covers structural rectangular timber, untreated or treated against biological attack. This European Standard does not cover timber treated by fire retardant products. This European Standard identifies as a minimum the characteristics for which limits shall be given in visual grading rules. Finger jointed timber is not covered in this European Standard.
Timber structures - Strength graded structural timber with rectangular cross section - Part 1: General requirements; German version EN 14081-1:2005+A1:2011
- ICS
- 79.040
- CCS
- P23
- 发布
- 2011-05
- 实施
Timber structures - Strength graded structural timber with rectangular cross section - Part 1 : general requirements.
- ICS
- 79.040;91.080.20
- CCS
- P23
- 发布
- 2011-04-01
- 实施
Timber structures - Strength graded structural timber with rectangular cross section - Part 1 : general requirements.
- ICS
- 79.040
- CCS
- P23
- 发布
- 2011-04-01
- 实施
- 2011-04-02
Building works - Timber frame houses and buildings construction - Part 2 : contract bill of special administrative model clauses.
- ICS
- 91.080.20;91.200
- CCS
- P23
- 发布
- 2011-01-01
- 实施
- 2011-01-22
1.1 This specification provides procedures for testing and establishing the structural capacities of proprietary rim board products and assemblies for use in light-frame wood construction using I-joist or structural composite lumber joist framing. This specification does not apply to commodity rim board products. 1.2 This specification was developed in light of currently manufactured panel, structural composite lumber, and pre-fabricated I-joist rim board products as defined in 3.2. Materials that do not conform to the definitions of 3.2 are beyond the scope of this specification. 1.3 Fire safety, sound transmission, building envelope performance, and cutting/notching attributes of rim board products and assemblies are all items that may need to be considered in an end-use application. These items fall outside the scope of this specification. 1.4 This specification primarily considers end use in dry service conditions, such as most protected framing members, where the equilibrium moisture content for solid-sawn lumber is less than 16 %. 1.5 This specification provides methods to establish “allowable stress” design resistances for use with the National Design Specification for Wood Construction (NDS). Derivation of design resistances from the test data in accordance with “load and resistance factor design” or “limit states design” are beyond the scope of this specification. 1.6 Quality control requirements are outside the scope of this Specification. 1.7 The performance of a rim board product will be affected by the constituent wood species, geometry, adhesive, and production parameters. Therefore, rim board 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. 1.8 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 an accredited, independent qualifying agency. 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 to establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use.
Standard Specification for Evaluating Structural Capacities of Rim Board Products and Assemblies
- ICS
- 91.080.20 (Timber structures)
- CCS
- P23
- 发布
- 2011-01-01
- 实施
Building works - Timber frame houses and buildings construction - Part 1-1 : contract bill of technical model clauses - Part 1-2 : general criteria for selection of materials - Part 2 : contract bill of special administrative model clauses.
- ICS
- 91.080.20;91.200
- CCS
- P23
- 发布
- 2011-01-01
- 实施
- 2011-01-22
Building works - Timber frame houses and buildings construction - Part 1-2 : general criteria for selection of materials.
- ICS
- 91.080.20;91.200
- CCS
- P23
- 发布
- 2011-01-01
- 实施
- 2011-01-22
Building works - Timber frame houses and buildings construction - Part 1-1 : contract bill of technical model clauses.
- ICS
- 91.080.20;91.200
- CCS
- P23
- 发布
- 2011-01-01
- 实施
- 2011-01-22
1.1 General8212;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 Standard8212;An index and brief description of the main features of this specification are given in X1.1.1. 1.3 Development of the Standard8212;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
- 2011
- 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 18212;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 16 %. 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 to establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use.
Standard Specification for Evaluation of Structural Composite Lumber Products
- ICS
- 79.060.01 (Wood-based panels in general)
- CCS
- P23
- 发布
- 2011
- 实施
1.1 General8212;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 Standard8212;An index and brief description of the main features of this specification are given in X1.1.1. 1.3 Development of the Standard8212;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
- 2011
- 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 18212;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 16 %. 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 to establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use.
Standard Specification for Evaluation of Structural Composite Lumber Products
- ICS
- 79.060.01 (Wood-based panels in general)
- CCS
- P23
- 发布
- 2011
- 实施
National Annex - Nationally determined parameters - Eurocode 5: Design of timber structures - Part 1-1: General - Common rules and rules for buildings
- ICS
- 91.010.30;91.080.20
- CCS
- P23
- 发布
- 2010-12
- 实施
Timber structures - Structural timber and glued laminated timber - Determination of some physical and mechanical properties; German version EN 408:2010
- ICS
- 79.040;79.060.99;91.080.20
- CCS
- P23
- 发布
- 2010-12
- 实施
P EN 1995 applies to the design of buildings and civil engineering works in timber (solid timber, sawn, planed or in pole or in pole form, glued laminated timber or wood-based structural products, e.g. LVL) or wood-based panels jointed together with adhesives or mechnical fasteners. It complies with the principles and requirements for the safety and serviceability of structures and the basis of design and verification given in EN 1990: 2002 .
Eurocode 5: Design of timber structures - Part 1-1: General - Common rules and rules for buildings; German version EN 1995-1-1:2004 + AC:2006 + A1:2008
- ICS
- 91.010.30;91.080.20
- CCS
- P23
- 发布
- 2010-12
- 实施
National Annex - Nationally determined parameters - Eurocode 5: Design of timber structures - Part 1-2: General - Structural fire design
- ICS
- 13.220.50;91.010.30;91.080.20
- CCS
- P23
- 发布
- 2010-12
- 实施
P EN 1995 applies to the design of buildings and civil engineering works in timber (solid timber, sawn, planed or in pole or in pole form, glued laminated timber or wood-based structural products, e.g. LVL) or wood-based panels jointed together with adhesives or mechnical fasteners. It complies with the principles and requirements for the safety and serviceability of structures and the basis of design and verification given in EN 1990: 2002.
Eurocode 5: Design of timber structures - Part 2: Bridges; German version EN 1995-2:2004
- ICS
- 91.010.30;91.080.20
- CCS
- P23
- 发布
- 2010-12
- 实施
P EN 1995 applies to the design of buildings and civil engineering works in timber (solid timber, sawn, planed or in pole or in pole form, glued laminated timber or wood-based structural products, e.g. LVL) or wood-based panels jointed together with adhesives or mechnical fasteners. It complies with the principles and requirements for the safety and serviceability of structures and the basis of design and verification given in EN 1990: 2002.
Eurocode 5: Design of timber structures - Part 1-2: General - Structural fire design; German version EN 1995-1-2:2004 + AC:2009
- ICS
- 13.220.50;91.010.30;91.080.20
- CCS
- P23
- 发布
- 2010-12
- 实施
Timber structures - Strength graded structural timber with rectangular cross section - Part 2: Machine grading - Additional requirements for initial type testing; German version EN 14081-2:2010
- ICS
- 79.040
- CCS
- P23
- 发布
- 2010-11
- 实施
Timber structures - Testing of joints made with mechanical fasteners - Requirements for wood density (ISO 8970:2010); German version EN ISO 8970:2010
- ICS
- 79.040;91.080.20
- CCS
- P23
- 发布
- 2010-11
- 实施
