P23 木结构工程 标准查询与下载

BS EN ISO 8970:2010 木结构.带机械紧固件制作的接头测试.木材密度要求

This International Standard specifies a method, based on density, for the selection of pieces of wood used in determining the strength and stiffness properties of connections made with mechanical fasteners. It is assumed the wood density is normally distributed and that any deviations are reported. This International Standard is applicable only to specimens of wood. NOTE It is emphasized that the wood density is only one of the properties that can influence the strength of a joint. Other relevant properties are, for example, growth-ring size, slope of grain, toughness and hardness.

Timber structures. Testing of joints made with mechanical fasteners. Requirements for wood density

NF P21-313:2010 木结构.机械连接装置组装试验.木材密度要求

Timber structures - Testing of joints made with mechanical fasteners - Requirements for wood density.

BS EN 14081-2:2010+A1:2012 木结构. 按强度分级的矩形截面结构木材. 机械分选. 初始型号试验附加要求

Timber structures. Strength graded structural timber with rectangular cross section. Machine grading. Additional requirements for initial type testing

KIT 209-2010 木结构设计

Design of timber structures

ISO 21581:2010 木结构.抗震墙静力和周期横向荷载试验方法

This International Standard establishes the rules for registries operating in a network environment to provide the information about collections, parties, activities and services needed by libraries and related organizations to manage their collections and deliver information and documentation services across a range of applications and domains. This International Standard presents a data element directory that can be used as a framework for collecting the appropriate data and sharing it with other registry services, providing access to registry data through standard protocols whenever it is needed as part of an automated business workflow, publishing registries in electronic or print form, and archiving registry data when the data exist only in electronic form. This International Standard is applicable to national registries published in bi- or multilingual countries and national and regional registries intended for international use.

Timber structures - Static and cyclic lateral load test methods for shear walls

ISO 8970:2010 木结构.机械紧固件接头试验.木材密度要求

This International Standard specifies a method, based on density, for the selection of pieces of wood used in determining the strength and stiffness properties of connections made with mechanical fasteners. It is assumed the wood density is normally distributed and that any deviations are reported. This International Standard is applicable only to specimens of wood.

Timber structures - Testing of joints made with mechanical fasteners - Requirements for wood density

DIN EN 14250:2010 木结构.装配有穿孔金属板紧固件的预制结构构件的生产要求

This document specifies product requirements for prefabricated structural members (e. g. trusses, beams and girders) for use in buildings and bridges made from members of structural timber (with or without finger joints) assembled with punched metal plate fasteners. The standard also covers methods to carry out the evaluation of conformity and the marking.

Timber structures - Product requirements for prefabricated structural members assembled with punched metal plate fasteners; German version EN 14250:2010

ISO 22389-1:2010 木结构.I形梁弯曲强度.第1部分:试验、评价和特征描述

Timber structures - Bending strength of I-beams - Part 1: Testing, evaluation and characterization

BS EN 14250:2010 木结构.装配穿孔金属板紧固件的预制结构组件的生产要求

This European Standard specifies material, product and documentation requirements for prefabricated structural members (e.g. trusses for roofs, walls and floors, frames, composite beams and girders) for use in buildings made from solid structural timber according to EN 14081-1 with or without finger joints assembled with punched metal plate fasteners. This document is valid for trusses with lengths up to 35 m and for other prefabricated structural members with spans up to 12 m. The standard also covers tests and/or calculation methods to carry out the evaluation of conformity, requirements for the marking of these members, and external conditions (service class 3 in accordance with EN 1995-1-1 or use classes 3, 4 and 5 in accordance with EN 335-1). As regards resistance to biological organisms, this standard covers prefabricated structural members manufactured from either untreated timber or timber treated to improve its natural durability. This standard does not cover prefabricated timber structural members intended to be used in constructions under predominantly dynamic loads (e.g. bridges) or for use in unprotected external conditions (i.e. use class 3 in accordance with EN 335-1). Furthermore, it does not cover members treated to improve their fire performance.

Timber structures - Product requirements for prefabricated structural members assembled with punched metal plate fasteners

ISO/TR 12910:2010 轻型框架木结构.四国设计文件的比较

This Technical Report provides an introduction and synopsis of comparisons among the following four national design documents on light-frame timber (wood)1) construction: a) AS 1684-1 (including AS 1684-1:1999/Amd.1:2002), AS 1684-2 and AS 1684-3; b) the Engineering guide for wood-frame construction; c) NZS 3604; d) the Wood Frame Construction Manual (WFCM) for One- and Two-Family Dwellings (Chapter 1: General information, Chapter 2: Engineered design and Chapter 3: Prescriptive design). Each of the four light-frame texts compared in this Technical Report is based on a national timber design standard that includes provisions for assemblies and systems, which go beyond single-member design methodology. Other jurisdictions also have similar design documents on light-frame timber construction. Although not all jurisdictions have design documents on light-frame timber construction, timber design standards typically address assemblies and systems (See 6.2).

Light-frame timber construction - Comparison of four national design documents

ANSI/SJI JG-2010 搁栅标准规范,JG-系列

General Revision

Standard Specification for Joist Girders, JG-Series

ASTM D5456-10a 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 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

ASTM D2915-10 结构木料的等级的允许特性评定的标准操作规程

1.1 This practice covers sampling and analysis procedures for the investigation of specified populations of wood and wood-based structural products referred to in this standard as products. Appropriate product standards should be referenced for presentation requirements for data. Depending on the interest of the user, the population from which samples are taken may range from the products produced at a specific manufacturing site to all the products 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 practice does not purport to address the adjustment factors needed to adjust test data to standardized mechanical and environmental conditions (that is, temperature, moisture, test span, or load duration). Additionally, it provides a basis for statistical estimates that will typically require further adjustment to determine design values for use with an accepted design methodology (that is, allowable stress, limit states, or load and resistance factor design). It shall be the responsibility of the user to seek out the appropriate adjustments in specific product standards. 1.4 This practice 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.

Practice for Sampling and Data-Analysis for Structural Wood and Wood-Based Products

ANSI 117-2010 软木材物种的胶合木结构用标准规范

Standard Specifications for Structural Glued Laminated Timber of Softwood Species

ASTM D5457-10 载荷和阻力系数设计用木基材料和结构连接件的参考阻力计算的标准规范

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 7-02. 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

ASTM D5055-10 确定和监控预制木制工字型木梁的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, 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

DIN EN 15736:2009 木结构.试验方法.操作和安装预制桁梁架中冲压金属板紧固件的退出能力,德文版本EN 15736:2009

This Standard specifies a test method to determine the withdrawal behaviour of punched metal plate fasteners.

Timber structures - Test methods - Withdrawal capacity of punched metal plate fasteners in handling and erection of prefabricated trusses; German version EN 15736:2009

DIN EN 15737:2009 木材结构.测试方法.螺钉推进时的扭转阻力,德文版本 EN 15737:2009

This standard specifies a test method to determine the torsional resistance to driving of screws in solid timber or glued laminated timber or other wood based materials.

Timber structures - Test methods - Torsional resistance of driving in screws; German version EN 15737:2009

BS EN 12369-3:2008 木质板材.结构设计特征值.实心木制板材

Wood-based panels - Characteristic values for structural design - Solid-wood panels

BS EN 15736:2009 木材结构.试验方法.预制桁架架设和搬运中冲压金属板紧固件的拔出能力

This European Standard specifies a test method to determine the withdrawal behaviour of punched metal plate fasteners.

Timber structures - Test methods - Withdrawal capacity of punched metal plate fasteners in handling and erection of prefabricated trusses