91.080.20 木结构 标准查询与下载

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

LST EN 14250-2010 木结构 用冲孔金属板紧固件组装的预制结构构件的产品要求

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

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

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

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

DS/EN 15736:2010 木结构 试验方法 预制桁架搬运和安装中穿孔金属板紧固件的拉拔能力

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

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 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

ASTM D7469-10 建筑用木料产品中的端接件的标准试验方法

These test methods are applicable to specimens with or without specific conditioning regimens. Tests are permitted to be performed on specimens that are not at moisture equilibrium, such as under production conditions in a plant, or on specimens that have been conditioned to specified moisture content or durability conditioning prior to testing. These test methods can be used as follows: To standardize the determination of strength properties for the material and joint being tested. To investigate the effect of parameters that may influence the structural capacity of the joint, such as joint profile, adhesive type, moisture content, temperature, and strength-reducing characteristics in the assembly. These test methods do not intend to address all possible exposure or performance expectations of end-joints. The following are some performance characteristics not considered: Long-term strength and permanence of the wood adhesive. Time dependent mechanical properties of the joint. Elevated temperature performance of the joint.1.1 This standard provides test methods for evaluating the structural capacity and integrity of end-joints in structural wood products. 1.2 End-joints are manufactured by adhesive bonding of machined, mated surfaces at the ends of two pieces of lumber to form a joint. Typical end-joint configurations include finger joints and scarf joints. The combination of one or more end-joints and the adjoining sections of the structural wood product within the assembly is considered to be the test specimen. 1.3 Off-line test methods include: (1) Axial Tension, (2) Bending, and (3) Cyclic Delamination. 1.4 In-line test methods include: (1) Tension Proofload and (2) Bending Proofload. 1.5 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. 1.6 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. 5.1 This test method provides procedures for the determination of the axial tensile capacity of full-size end-joint specimen off-line. 5.2 Applications of this test method include: end-joint qualification and daily quality control of production, and other purposes where the strength of a full-size end-joint must be verified or determined. 10.1 This test method provides off-line test procedures for the determination of the capacity of the end-joint in bending on short spans subjected to a 4-point loading. 10.2 Applications of this test method include: end-joint qualification and daily quality control, and other purposes where the strength of a full-size end-joint are to be verified or determined. 15.1 This test method provides procedures for assessing the ability of the bond to resist separation after repeated exposure to moisture and drying. This test method is for end-joints in products requiring evaluation of durability, and also provides an indication of the overall consistency of the end-joint manufacturing process. Note 98212;This is adopted from Test Methods D1101, Test Method B, for finger joints.

Standard Test Methods for End-Joints in Structural Wood Products

ANSI/SJI JG-2010 搁栅标准规范,JG-系列

General Revision

Standard Specification for Joist Girders, JG-Series

DS/EN 15737:2009 木结构 试验方法 拧入螺钉的抗扭力

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

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

LST EN 15737-2009 木结构 试验方法 拧入螺钉的抗扭力

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

LST EN 15736-2009 木结构 试验方法 预制桁架搬运和安装中穿孔金属板紧固件的拉拔能力

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

BS EN 15737:2009 木结构.测试方法.拧入螺钉时的抗扭强度

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

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

LST EN 1380-2009 木结构 试验方法 承重钉、螺钉、销钉和螺栓

Timber structures - Test methods - Load bearing nails, screws, dowels and bolts

LST EN 409-2009 木结构 试验方法 销型紧固件屈服力矩的测定

Timber structures - Test methods - Determination of the yield moment of dowel type fasteners

DS/EN 1380:2009 木结构 试验方法 承重钉、螺钉、销钉和螺栓

This European Standard specifies test methods for determining the strength and deformation characteristics of laterally loaded connections with nail, screws, dowels and bolts in load-bearing timber structures.The methods assess connections with members of timber (solid timber or glued laminated timber) or wood-based products or metal plates (but not punched metal plate fasteners) in the combination proposed for use in service.The methods are used to determine load-slip characteristics and maximum load of connections where various angles between the applied force and the timber grain direction, or the main direction of the wood-based products, respectively,

Timber structures - Test methods - Load bearing nails, screws, dowels and bolts