91.080.20 木结构 标准查询与下载

LY/T 3144-2019 结构用木材金属紧固件连接试验 试材密度要求

Density requirements for wood-to-metal fastener connection test materials for structural use

LY/T 3146-2019 结构材纵接性能的测试方法

Test method for longitudinal joint performance of structural materials

LY/T 3147-2019 室外木材用涂料（清漆和色漆）分类及耐候性能要求

Classification of coatings (varnishes and stains) for exterior wood and weather resistance requirements

CSA O86-2019 木材工程设计

1 Scope 1.1 General This Standard provides criteria in accordance with the National Building Code of Canada, for the structural design and evaluation of structures or structural elements made from wood or wood products, including: a) graded lumber; b) glued-laminated timber; c) cross-laminated timber (CLT); d) unsanded plywood; e) oriented strand board (OSB); f) composite building components; g) shearwalls and diaphragms; h) timber piling; i) pole-type construction; j) prefabricated wood I-joists; k) structural composite lumber; l) permanent wood foundations; m) plank decking; n) nail-laminated decking; and o) structural connections. 1.2 Exclusions This Standard does not include design of timber bridges. 1.3 Design method This Standard employs the limit states design method. 1.4 Terminology In this Standard, “shall” is used to express a requirement, i.e., a provision that the user is obliged to satisfy in order to comply with the standard; “should” is used to express a recommendation or that which is advised but not required; “may” is used to express an option or that which is permissible within the limits of the Standard. Notes accompanying clauses do not include requirements or alternative requirements; the purpose of a note accompanying a Clause is to separate from the text explanatory or informative material. Notes to tables and figures are considered part of the table or figure and may be written as requirements. Annexes are designated normative (mandatory) or informative (non-mandatory) to define their application. 1.5 Units If a value for measurement as given in this Standard is followed by an equivalent value in other units, the first stated value is to be regarded as the specification.

Engineering design in wood

ISO/TR 19623:2019 木材结构 - 胶合层压木材 - 胶合层压木材的特征值从层压板特性分配

Timber structures — Glued laminated timber — Assignment of glued laminated timber characteristic values from laminate properties

ASTM D5933-19 258-in的标准规范 和4英寸 木结构用直径金属剪切板

1.1 This specification covers standardizing the dimensions and materials for the manufacture of 25⁄8 and 4-in. diameter steel or cast iron shear plates used in the fabrication of connections in wood constructions. The referencing of this specification in design, construction, and purchase order documents gives the using parties assurance that the shear plates to be used in an assembly meet minimum materials quality standards and that dimensions for fabrication and finish can be relied on to ensure connection performance. This specification provides regulatory agencies with a set of standards by which to judge the acceptability of shear plates encountered in the field and in fabricators’ shops. 1.2 The values stated in inch-pound units are to be regarded as standard. The values in parentheses are mathematical conversions to SI units that are provided for information only and are not considered standard. 1.3 Safety Hazards—There are no known hazards with the use of this specification. It is necessary that the products manufactured to this specification not be brittle or difficult to install with proper tools. 1.4 This international standard was developed in accordance with internationally recognized principles on standardization established in the Decision on Principles for the Development of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee.

Standard Specification for 258-in. and 4-in. Diameter Metal Shear Plates for Use in Wood Constructions

BS ISO 16696-1:2019 木结构 交叉层压木材 构件性能、生产要求和认证计划

What is ISO 16696-1 about?   ISO 16696-1 is the first part of multiple series that establishes the basic principles for component performance and minimum production requirements for cross-laminated timber (CLT). ISO 16696-1 is applicable to CLT products which are manufactured from solid-sawn timber or wood-based panels built up of at least three layers in which the grain of adjoining layers is at right angles to each other.   ISO 16696-1 provides CLT dimension tolerances; component requirements; performance criteria; production, testing and trademarking guidance; and minimum requirements for factory production control. This document is based on known species, species combination and/or wood-based panel structural performance and bondability.   NOTE- ISO 16696-1 doesn’t include how CLT is to be used and installed.  Who is this ISO 16696-1 for?   ISO 16696-1 on c ross laminated timber is useful for:

Timber structures. Cross laminated timber - Component performance, production requirements and certification scheme

ISO 16696-1:2019 木结构.交叉层压木材.第1部分:部件性能 生产要求和认证方案

This document establishes the basic principles for component performance and minimum production requirements for cross laminated timber (CLT). This document also contains scheme requirements for conformance, as provided in Annex D. The document is applicable to CLT products which are manufactured from solid-sawn timber or wood based panels built up of at least three layers in which the grain of adjoining layers are at right angles to each other. This document provides CLT dimension tolerances; component requirements; performance criteria; production, testing and trade marking guidance; and minimum requirements for factory production control. This document is based on known species, species combination and/or wood based panel structural performance and bondability. CLT qualified in accordance with the provisions of this document are intended to resist the effects of moisture on structural performance as can occur due to construction delays or other conditions of similar severity. NOTE This document does not include how CLT is to be used and installed, as it will be detailed in

Timber structures — Cross laminated timber — Part 1: Component performance, production requirements and certification scheme

ISO 12122-5:2018 木材结构 - 特性值的确定 - 第5部分:机械连接

This document gives methods of determination of characteristic values for a defined population of mechanical connections between timber components, calculated from full scale test values. It presents methods for the determination of: a) slip modulus of mechanical connections; b) characteristic strength of connections subjected to either monotonic or cyclic loads. Glued connections are excluded from the scope of this document. NOTE 1 It is assumed that the failure mode is the same for all specimens in the sample. NOTE 2 When a small number of test results is available, ISO 12122-6 is used for the determination of the mean and the 5th percentile values. NOTE 3 Informative commentary to the clauses of this document can be found in Annex A.

Timber structures — Determination of characteristic values — Part 5: Mechanical connections

BS ISO 19624:2018 竹结构 竹秆的分级 基本原则和程序

1   Scope This document specifies grading procedures for visually and mechanically sorting round, or pole, bamboo for structural applications using such fundamental elements. Visual sorting is based on observable characteristics of the piece(s). Mechanical sorting is based on non-destructive measurement of properties known to correlate to characteristic values defining a grade. The grading procedures in this document can be used in a quality acceptance regime, although this document does not define or address acceptance criteria. This document is applicable only for bamboo that is graded in the seasoned state.

Bamboo structures. Grading of bamboo culms. Basic principles and procedures

ASTM E2969-18 墙壁结构用面板横向负荷试验的标准试验方法

1.1 These test methods cover transverse load testing to determine the structural properties of wall segments. 1.2 These test methods serve to evaluate the performance of wall panels subject to transverse bending loads applied perpendicular to the plane of the wall. The tests are conducted on horizontal or vertical specimens under two-point loading. It also shall be permitted to apply uniform load using an air bag or a vacuum chamber. Depending upon the configuration tested, these loads are intended to evaluate the transverse deflection, permanent set, and maximum flexural capacity or planar shear capacity, or both, of the wall segment. These test methods are not intended for the evaluation of individual structural framing or supporting members (floor joist, decking, etc.), or both. The connections between the vertical elements of the wall segment and the surrounding construction are excluded from the scope of these methods and shall be evaluated by alternative means. 1.3 Notes and footnotes in this standard provide explanatory material. These notes and footnotes, excluding those in tables and figures, shall not be considered as requirements of this standard. 1.4 The values stated in SI units are to be regarded as 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, health, and environmental practices and determine the applicability of regulatory limitations prior to use. 1.6 This international standard was developed in accordance with internationally recognized principles on standardization established in the Decision on Principles for the Development of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee.

Standard Test Methods for Transverse Load Tests on Panels Used in Wall Construction

ISO 19323:2018 木结构.托梁吊架.试验方法

This document provides standard test methods for determining the vertical load, axial load and torsional moment capacity as well as deflection characteristics of preformed three-dimensional joist hangers that are used primarily for securing one timber member to another (the header can be concrete or masonry). The joist hangers primarily transfer vertical loads from the supported member to the supporting member, but they can also be required to transfer axial loads from the supported member to the supporting member. NOTE 1 Structural steel sections can also be substituted as the header, but are not covered in this document. NOTE 2 One secondary mechanism to be considered is the effect of rotation of the supported member about its longitudinal axis on the joist hanger.

Timber structures - Joist hangers - Test methods

ISO 19624:2018 竹结构.竹竿的分级.基本原理和程序

Bamboo structures - Grading of bamboo culms - Basic principles and procedures

T/CWPIA 1-2018 木结构工程施工企业等级评价

本标准规定了木结构工程施工企业的术语和定义、等级划分、评价要求及判定依据、判定规则。 本标准适用于木结构工程施工企业等级评价。

Qualifications and evaluation for timber structures construction enterprises

KS F 1552-2017 木框架结构中使用的木材术语表

Glossary of wood terms used in wood frame construction

ASTM E2969-17 墙壁结构用面板横向负荷试验的标准试验方法

Standard Test Methods for Transverse Load Tests on Panels Used in Wall Construction

ISO 12122-6:2017 木材结构 - 特性值的确定 - 第6部分:大型部件和组件

This document specifies methods of determination of characteristic values for a defined population of large components and assemblies, calculated from test values. It establishes two methods for the determination of characteristic values: a) direct calculation from test values; b) calculation from a resistance model, which is firstly calibrated from test results, including calculation of error terms.

Timber structures — Determination of characteristic values — Part 6: Large components and assemblies

ISO 8375:2017 木结构.粘合层压木材.物理和机械性能的测定用试验方法

This document specifies test methods suitable for determining the following characteristic values of 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 are specified. This document is applicable to rectangular shapes of glued laminated timber.

Timber structures - Glued laminated timber - Test methods for determination of physical and mechanical properties

17/30344221 DC BS ISO 19624 竹结构 竹秆的分级 基本原则和程序

BS ISO 19624. Bamboo structures. Grading of bamboo culms. Basic principles and procedures

ISO/TR 21136:2017 木结构. 木质地板的振动性能标准

Timber structures - Vibration performance criteria for timber floors