91.080.20 木结构 标准查询与下载

ISO 18100:2017 木结构. 指形接合木材. 制造和生产要求

This document specifies the product and per formance requirements for finger-jointed structural timber made from sawn timber elements. The document does not cover products made using impressed (die- formed) joints or finger-jointed laminations for glued laminated timber, which is covered in ISO 12578.

Timber structures - Finger-jointed timber - Manufacturing and production requirements

DB23/ 719-2017 黑龙江省建筑工程施工质量验收标准 木结构工程

Heilongjiang Provincial Construction Engineering Construction Quality Acceptance Standard for Wooden Structure Engineering

ISO 12122-4:2017 木结构. 特性值的测定. 第4部分: 工程化木制品

Timber structures - Determination of characteristic values - Part 4: Engineered wood products

GOST R 57786-2017 木质胶合叠层轴承结构. 层压板对强度等级的目视分类

Wooden glued laminated bearing structures. Visual sorting of laminates to strength classes

ASTM D6555-17 木制反复使用组件的系统效果评定的标准指南

1.1 This guide identifies variables to consider when evaluating repetitive-member assembly performance for parallel framing systems. 1.2 This guide defines terms commonly used to describe interaction mechanisms. 1.3 This guide discusses general approaches to quantifying an assembly adjustment including limitations of methods and materials when evaluating repetitive-member assembly performance. 1.4 This guide does not detail the techniques for modeling or testing repetitive-member assembly performance. 1.5 The analysis and discussion presented in this guideline are based on the assumption that a means exists for distributing applied loads among adjacent, parallel supporting members of the system. 1.6 Evaluation of creep effects is beyond the scope of this guide. 1.7 This guide does not purport to suggest or establish appropriate safety levels for assemblies, but cautions users that designers often interpret that safety levels for assemblies and full structures should be higher than safety levels for individual structural members. Note 1: Methods other than traditional safety factor approaches, such as reliability methods, are increasingly used to estimate the probability of failure of structural elements. However, the extension of these methods to assemblies or to complete structures is still evolving. For example, complete structures will likely exhibit less variability than individual structural elements. Additionally, there is a potential for beneficial changes in failure modes (i.e., more ductile failure modes in systems). These considerations are beyond the scope of this guide. 1.8 The values stated in inch-pound units are to be regarded as the standard. The SI equivalents are approximate in many cases. 1.9 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. 1.10 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 Guide for Evaluating System Effects in Repetitive-Member Wood Assemblies

GSO ISO 17754:2016 木结构试验方法螺钉拧入的扭转阻力

This International 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. The method is used primarily to ensure the torque that may be applied to install screws will be less than the specified failure torque of the screw.

Timber structures -- Test methods -- Torsional resistance of driving in screws

GSO ISO 22390:2016 木结构 单板层积材 结构特性

This International Standard specifies requirements for establishing the characteristic properties of structural laminated veneer lumber (LVL), including 5th percentile strength values, stiffness characteristics and other performance characteristics, related to its end use as a structural product for dry use (bonding class 1). It is applicable to members used in flatwise or edgewise bending orientations. It does not cover the assessment of formaldehyde requirements, biological durability, fire performance or manufacturing, such as quality control and marking.

Timber structures -- Laminated veneer lumber -- Structural properties

GSO ISO 21581:2016 木结构剪力墙静态和循环侧向荷载试验方法

This International Standard specifies static and cyclic test methods as a basis for the derivation of lateral load resisting parameters which are required in the wind and seismic design of shear walls in timber buildings. This International Standard does not include criteria for parameters which are, at times, stipulated in national standards or building codes. This International Standard can be used to determine those parameters under the following conditions: a) Method I: the boundary conditions are designed to produce mainly the shear response of the wall and ensure that the full shear capacity of the wall is achieved; b) Method II: the boundary conditions are designed to produce mainly the rocking (rigid body rotation of the wall) or combined shear-rocking response of the wall reflecting the intended actual construction details of joints connecting the wall to bottom and top boundaries. This International Standard specifies procedures to ascertain the envelope curves (backbone or skeleton curves) for shear walls subjected to a static or a cyclic displacement schedule.

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

GSO ISO/TR 18267:2016 木结构 设计标准审查

This Technical Report documents the findings of a review of design standards undertaken by ISO/TC 165 to assess how an ISO International Standard for the design of timber structures might be developed and whether development of such an International Standard should be initiated. NOTE Annex A summarizes the factors considered and the activity of the TC leading to the preparation of this Technical Report.

Timber structures -- Review of design standards

GSO ISO 15206:2016 木杆基本要求和试验方法

This International Standard specifies the requirements for grading, test methods, determination of characteristic values, methods of specifying durability and sizes of single poles manufactured from solid timber for telecommunications and electrical distribution purposes, either preservative treated or untreated, under cantilever or compression loading. It specifies the: — methods of measuring the sizes of solid wood poles for overhead transmission and telecommunication lines and permissible deviations that are taken into account for the acceptance of the poles; — requirements for handling and the characteristics for visual strength grading of softwood and hardwood poles, as well as the marking requirements; — methods of test to determine characteristic values for modulus of elasticity and bending strength of any population of wood poles and moisture content of solid wood poles; — requirements for durability and preservative treatment of wood poles. This International Standard is applicable to both softwood and hardwood poles. This International Standard does not quantify the service life that can be expected from a pole. NOTE This depends on its geographical location, the associated climate of its service environment and either the natural durability of the heartwood of the species selected or the combination between selection of species, preservative type, and requirements of retention and any incised zones. It is not applicable to poles used as beams.

Timber poles -- Basic requirements and test methods

GSO ISO 16507:2016 木结构 木质屋顶和地板组件上的均匀、集中静态和集中冲击载荷 试验方法

This International Standard is applicable to determining the resistance to deflection and damage of wood-based panels subjected to concentrated impact loads from nonrigid blunt objects, concentrated static loads, and uniformly distributed loads. Surface indentation is not evaluated separately from deflection. The procedures are intended to simulate loading on roof or floor sheathing materials installed directly to framing. Three applications are covered: roof sheathing, subfloors, and single floors. Panels are tested parallel and/or perpendicular to the panel strength axis. Roof sheathing is tested in both a dry and a wet condition, while subfloors and single floors are both tested in a dry condition, as well as a condition of having dried out after being wet. These moisture conditions are those commonly experienced with site-built construction. These procedures do not cover vibration and are not intended for the evaluation of the framed assembly as a whole.

Timber structures -- Uniform, concentrated static and concentrated impact loads on wood-based roof and floor panel assemblies -- Test methods

GSO ISO 22389-1:2016 木结构 工字梁的抗弯强度 第1部分：测试、评估和表征

This part of ISO 22389 specifies the requirements for prefabricated wood-based I-beams used as structural members in bending applications. It gives procedures for establishing and evaluating structural capacities of prefabricated wood-based I-beams. The capacities considered are shear, moment, stiffness, bearing, and flange tension and compression. Procedures for establishing common details are given and certain end-use considerations specific to wood-based I-beams are itemized. Wood-based I-beams tested according to this part of ISO 22389 are intended for use under 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 are not intended to be permanently exposed to the weather. This part of ISO 22389 is not applicable to fire performance, formaldehyde requirements and biological durability. It does not cover manufacturing requirements for prefabricated wood-based I-beams. NOTE Procedures set out in this part of ISO 22389 are applicable to I-beams defined by a standard or a manufacturer's specification that includes requirements for the flanges, webs and bonding, and production controls, including ongoing conformity assessment. 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 safety and health practices and determine the applicability of regulatory limitations prior to use. A specific precautionary statement is given in 5.1.5.

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

GSO ISO 22452:2016 木结构 结构隔热板墙 测试方法

This International Standard specifies test methods for determining the structural properties of double-sided, wood-based, load-bearing structural insulated panels (SIPs) for use in walls. It is applicable to SIPs having — two face layers, at least one of which is a wood-based structural panel, and — a core made of a thermally insulating material having sufficient shear strength to cause the face layers to act together structurally. NOTE 1 Gypsum-based structural boards are commonly used as a face layer. NOTE 2 Panels can contain internal framing or bracing.

Timber structures -- Structural insulated panel walls -- Test methods

GSO ISO/TR 20152-3:2016 木结构 粘合剂的粘合性能 第3部分：使用替代物质进行粘合测试

This Technical Report describes the procedures necessary for the recognition of new wood species by ISO 20152-1 and ISO 20152-2 for the evaluation of structural wood adhesives.

Timber structures -- Bond performance of adhesives -- Part 3: Use of alternative species for bond tests

DIN EN 16784:2016 木结构 测试方法 涂层和未涂层销钉型紧固件长期性能的测定；德文版 EN 16784:2016

Timber structures - Test methods - Determination of the long term behaviour of coated and uncoated dowel-type fasteners; German version EN 16784:2016

KS F 9010-2016 轻型框架木结构非承重墙施工标准

Construction standard for non-loadbearing wall of light-frame wood structure

ISO 18402:2016 木结构. 结构保温面板屋面施工. 试验方法

Timber structures - Structural insulated panel roof construction - Test methods

BS EN 16784:2016 木结构. 试验方法. 有涂层和无涂层销式紧固件长期性能的测定

Timber structures. Test methods. Determination of the long term behaviour of coated and uncoated dowel-type fasteners

DIN EN 1382:2016 木结构.试验方法.木制紧固件的抗拔出力.德文版本EN 1382-2016

Timber structures - Test methods - Withdrawal capacity of timber fasteners; German version EN 1382:2016

ISO 12122-3:2016 木结构.特征值的测定.第3部分：胶合层压木材

Timber structures - Determination of characteristic values - Part 3: Glued laminated timber