P23 木结构工程 标准查询与下载

ASTM D5456-14 结构复合木制品评估的标准规范

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 1—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 168201;%. 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 D7341-14 用足尺试验对胶合木结构的弯曲特性建立特性值的标准实施规程

10.1 Full-scale bending testing is an effective way to determine flexural properties of structural glued laminated timber (glulam) beams. However, testing of large glulam members is cost prohibitive. Mathematical models, when confirmed by full-scale test results, are useful tools to assign flexural properties for glulam. This practice provides guidelines for sampling and testing full-scale glulam beams to determine their flexural properties and to validate mathematical models intended for use in assigning flexural design values. 1.1 This practice describes procedures for full scale testing of structural glued laminated timber (glulam) to determine or verify characteristic values used to calculate flexural design properties. Guidelines are given for: (1) testing individual structural glued laminated timber lay-ups (with no modeling), (2) testing individual glulam combinations (with limited modeling), and (3) validating models used to predict characteristic values. 1.2 This practice is limited to procedures for establishing flexural properties (Modulus of Rupture, MOR, and Modulus of Elasticity, MOE). Some of the principles for sampling and analysis presented may be applicable to other properties. However, other properties may require additional testing considerations that are beyond the scope of this practice. 1.3 This practice is not intended to supersede the provisions of Practice D3737, but provides an alternative method for establishing characteristic values. Lay-up combinations developed in accordance with Practice D3737 are not required to be governed by this standard.Note 1—The models described by Practice D3737 have been developed and modified based on more than 508201;years of experience and many test programs. In some cases, however, it may be desirable to develop a new model based on other input properties or using lumber materials or grades not covered by that standard. 1.4 Details of production, inspection, and certification are beyond the scope of this document. However, for test results to be representative of production, quality control systems shall be in place to ensure consistent quality. Manufacturing shall conform to recognized manufacturing standards such as ANSI A190.1 or CSA8201;O122. 1.5 Adjustments to characteristic values to determine reference values for design shall be in accordance with Practice D2915 for allowable stress design (ASD) or Specification D5457 for load and resistance factor design (LRFD). 1.6 Adjustments to ASD reference values for end-use conditions intended for design purposes shall be performed in accordance with Practice D3737. The same adjustment factors shall apply to LRFD reference values, except that the ASD load duration factor shall be replaced by an appropriate LRFD time effect factor as determined in accordance with recognized industry practice. 1.7 The values stated in inch-pound units are to be regarded as standard. No other units of measurement are included in this standard. 1.8 This standard does not purpo......

Standard Practice for Establishing Characteristic Values for Flexural Properties of Structural Glued Laminated Timber by Full-Scale Testing

DIN 20000-2:2013 建筑物中建筑产品的应用 第2部分 预制的木模板梁

Application of construction products in structures - Part 2: Prefabricated timber formwork beams

BS EN 13381-4:2013 测定结构构件耐火作用的试验方法.钢构件应用被动保护产品

Test methods for determining the contribution to the fire resistance of structural members. Applied passive protection products to steel members

NF T76-152-6*NF EN 302-6:2013 承重木结构用胶粘剂.试验方法.第6部分:常规压缩时间的测定

Adhesives for load-bearing timber structures - Test methods - Part 6: determination of the minimum pressing time under referenced conditions

ISO/TR 18267:2013 木结构.设计标准检查

Timber structures - Review of design standards

DIN EN 14081-2:2013 木结构.矩形截面的强度等级结构木材.第2部分:机械等级.初始型号试验的附加要求.德文版本EN 14081-2-2010+A1-2012

This European Standard specifies requirements,additional to those in EN 14081-1, for initial type testing of machine graded structural timber with rectangular cross sections shaped by sawing, planing or other methods,and having deviations from the target sizes corresponding to EN 336. This includes requirements for strength grading machines and test equipment for proof loading graded material.

Timber structures - Strength graded structural timber with rectangular cross section - Part 2: Machine grading; additional requirements for initial type testing; German version EN 14081-2:2010+A1:2012

NF P21-500-2:2013 木结构.带矩形截面的强度分级的结构木材.第2部分:机械分级.初始型式试验的附加要求

Timber structures - Strength graded structural timber with rectangular cross section - Part 2: machine grading - additional requirements for initial type testing

NF P21-500-2/IN1:2013 木材结构.带矩形截面的强度分级的结构木材.第2部分:机械分级.初始型式试验的附加要求

Timber structures - Strength graded structural timber with rectangular cross section - Part 2: machine grading - additional requirements for initial type testing

ISO/TR 20152-3:2013 木结构.阻粘剂粘结性能.第3部分:粘合试验用替代种类的使用

Timber structures-Bond performance of abhesives-part 3:Use of alternative species for bond tests

ASTM D198-13 结构尺寸木料静力学试验的标准试验方法

6.1 The flexural properties established by this test method provide: 6.1.1 Data for use in development of grading rules and specifications; 6.1.2 Data for use in development of working stresses for structural members; 6.1.3 Data on the influence of imperfections on mechanical properties of structural members; 6.1.4 Data on strength properties of different species or grades in various structural sizes; 6.1.5 Data for use in checking existing equations or hypotheses relating to the structural behavior of beams; 6.1.6 Data on the effects of chemical or environmental conditions on mechanical properties; 6.1.7 Data on effects of fabrication variables such as depth, taper, notches, or type of end joint in laminations; and 6.1.8 Data on relationships between mechanical and physical properties. 6.2 Procedures are described here in sufficient detail to permit duplication in different laboratories so that comparisons of results from different sources will be valid. Special circumstances may require deviation from some details of these procedures. Any variations shall be carefully described in the report (see Section 11). 1.1 These test methods cover the evaluation of lumber in structural size by various testing procedures. 1.2 The test methods appear in the following order:   Sections Flexure 8201;8201;4 – 11 Compression (Short Column) 13 – 20 Compression (Long Member) 21 –

Standard Test Methods of Static Tests of Lumber in Structural Sizes

DIN EN 408:2012 木材结构.结构木材和胶合板.某些物理和机械特性的测定.德文版本EN 408-2010+A1-2012

Timber structures - Structural timber and glued laminated timber - Determination of some physical and mechanical properties; German version EN 408:2010+A1:2012

NF P21-302*NF EN 408+A1:2012 木结构.结构木材和胶合板木材.某些物理性能和机械性能的测定

Timber structures - Structural timber and glued laminated timber - Determination of some physical and mechanical properties.

JGJ/T 265-2012 轻型木桁架技术规范

Technical specifications for light wood trusses

BIP 2198-2012 木结构设计用简明欧洲规范:BS EN 1995: 欧洲规范5

Concise Eurocode for design of timber structures: BS EN 1995: Eurocodes 5

NF P21-500-3:2012 木材结构.带矩形截面的强度分级的结构木材.第3部分:机械分级.工厂生产控制附加要求

Timber structures - Strength graded structural timber with rectangular cross section - Part 3 : machine grading, additional requirements for factory production control.

NF P21-205*NF DTU 31.3:2012 建筑工程.与金属板紧固件或角撑板相连的木结构框架.第1-1部分:技术模式条款的合同单.第1-2部分:材料选择的一般标准.第2部分.专用管理模式条款的合同单

Building works - Timber structures connected with metal plate fasteners or gussets - Part 1-1 : contract bill of technical model clauses - Part 1-2 : general criteria for selection of materials - Part 2 : contract bill of special administrative model clau

NF P21-205-1-1:2012 建筑工程.与金属板紧固件或角撑板相连的木结构框架.第1-部分:专用管理模式条款的合同单.

Building works - Timber structures connected with metal plate fasteners or gussets - Part 1-1 : contract bill of technical model clauses.

NF P21-205-2:2012 建筑工程.与金属板紧固件和联接板相连的木结构框架.第2部分:专用管理模式条款的合同单.

Building works - Timber structures connected with metal plate fasteners or gussets - Part 2 : contract bill of special administrative model clauses.

NF P21-205-1-2:2012 建筑工程.与金属板紧固件和联接板相连的木结构框架.第1-2部分:材料选择的一般标准.

Building works - Timber structures connected with metal plate fasteners or gussets - Part 1-2 : general criteria for selection of materials.