P23 木结构工程 标准查询与下载

NF P21-203-2/A1:2002 DTU 31.1.建筑工程. 专门合同.木材骨架和楼梯.第2部分:专用条款

DTU 31.1 - Building works - Private contracts - Timber frameworks and stairs - Part 2 : special clauses.

ASHRAE 87.2-2002 螺旋桨风扇可靠性原位测试方法

In-Situ Method of Testing Propeller Fans for Reliability

In-Situ Method of Testing Propeller Fans for Reliability

BS EN 12512:2001 木结构.试验方法.机械紧固件接头的周期测试

This European Standard specifies a test method for determining the ductility, impairment of strength and energy dissipation properties of joints made with mechanical fasteners under cyclic loading. NOTE This standard is written, for uniformity, in terms of direct axial loads and their effects only. The standard is, however, also appropriate to the determination of the moment resisting properties of joints.

Timber structures - Test methods - Cyclic testing of joints made with mechanical fasteners

NF P20-302:2002 窗户的特性

Characteristics of windows.

NF P20-501:2002 窗户的试验方法

Test methods for windows.

SANS 51075:1999 木结构．试验方法．由冲打孔金属板紧固件构成的接头

Specifies the test methods for determining the strength capacity and stiffness of joints made with punched metal plate fasteners in load bearing timber structures, which are being used to join two or more pieces of timber of the same thickness in the sam

Timber structures - Test methods - Joints made with punched metal plate fasteners

BS 5268-2:2002 木材在建筑中的使用.第2部分:允许应力设计、材料和工艺的实施规程

BS 5268-2 provides guidance on the structural use of timber, glued laminated timber, plywood and other panel products in load-bearing members. It includes recommendations on quality, grade stresses and modification factors applicable to these materials when used as simple members, or as parts of built-up components, or as parts of structure incorporating other materials. It also gives recommendations for the design of nailed, screwed, bolted, dowelled, connectored and glued joints. In addition, it provides recommendations for a method of test to assess the adequacy of structural assemblies, and it includes general advice on workmanship, various treatments which can be applied, inspection and maintenance. It does not, and it is not intended to, deal comprehensively with all aspects of timber construction. In particular it does not cover well tried and traditional methods of timber construction which have been employed successfully over a long period of time. Compliance with the structural adequacy aspects of the Building Regulations can be achieved by following the recommendations of this standard or via National Technical Approvals Certificates.

Structural use of timber - Code of practice for permissible stress design, materials and workmanship

NF P21-380*NF EN 12512:2002 木结构件.试验方法.机械紧固件用接头的循环试验

Timber structures - Test methods - Cyclic testing of joints made with mechanical fasteners.

NF P21-360:2002 指状连接结构木材.性能要求和最低生产要求

Finger jointed structural timber - Performance requirements and minimum production requirements.

ASTM D2915-02 结构木料分级用允许特性评定的标准实施规范

1.1 This practice covers sampling and analysis procedures for the investigation of specified populations of stress-graded structural lumber. Depending on the interest of the user, the population from which samples are taken may range from the lumber from a specific mill to all the lumber produced in a particular grade from a particular geographic area, during some specified interval of time. This practice generally assumes that the population is sufficiently large so that, for sampling purposes, it may be considered infinite. Where this assumption is inadequate, that is, the population is assumed finite, many of the provisions of this practice may be employed but the sampling and analysis procedure must be designed to reflect a finite population. The statistical techniques embodied in this practice provide procedures to summarize data so that logical judgments can be made. This practice does not specify the action to be taken after the results have been analyzed. The action to be taken depends on the particular requirements of the user of the product. 1.2 The values stated in inch-pound units are to be regarded as the standard.1.3 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 Practice for Evaluating Allowable Properties for Grades of Structural Lumber

ASTM D5055-02 预制木质I-墙筋的确定和监控结构能力的标准规范

1.1 General8212;This specification gives procedures for establishing, monitoring, and reevaluating structural capacities of prefabricated wood I-joists. Capacities considered are shear, 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 .1.3 Development of the Standard8212;The development and intent of this specification is discussed in .1.4 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

NF P20-539:2001 窗.机械特性分类.压力、扭力和操纵力

Windows - Classification of machanical properties - Racking, torsion and operating forces.

CSA O86-01 CONSOLIDATION-2001(R2006) 木材工程设计

This Standard provides criteria for the structural design and appraisal of structures or structural elements made from wood or wood products, including graded lumber, glued-laminated timber, unsanded plywood, oriented strandboard (OSB), composite building components, shearwalls and diaphragms, timber piling, pole-type construction, prefabricated wood I-joists, structural composite lumber products, preserved wood foundations, and their structural fastenings. The Standard employs the limit states design method.

Engineering Design in Wood

ASHRAE 87.3-2001 螺旋桨风机振动-诊断测试方法

Methods of Testing Propeller Fan Vibration - Diagnostic Test Methods

Method of Testing Propeller Fan Vibration桪iagnostic Test Methods

JIS A 1408:2001 建筑用板材的弯曲和冲击试验方法

この規格は，建築用ポード類の曲げ試験方法及び衝撃試験方法について規定する。ただし，ボードは，平板とし，波板など凹凸をもつものは除く。

Test methods of bending and impact for building boards

NF B51-078-1*NF EN 12369-1:2001 木基板.结构设计的特性值.第1部分:OSB、刨花板和纤维板

Wood-based panels - Characteristic values for structural design - Part 1 : OSB, particleboards and fiberboards.

ASTM D5456-01a 结构复合木制品评定的标准规范

1.1 This specification recognizes the complexity of structural glued products. Consequently, this specification includes 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, 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 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 the standard. The SI units given in parentheses are for information only.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

ASTM D5456-01 结构复合木制品评定的标准规范

1.1 This specification recognizes the complexity of structural glued products. Consequently, this specification includes 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, 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 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 the standard. The SI units given in parentheses are for information only.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

ASTM D5456-01ae1 结构复合木制品评定的标准规范

1.1 This specification recognizes the complexity of structural glued products. Consequently, this specification includes 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, 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 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 the standard. The SI units given in parentheses are for information only.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

NF P20-502:2000 窗户和门.透气性.试验方法

Windows and doors - Air permeability - Test method.