P23 木结构工程 标准查询与下载

NF P20-302:2008 窗户的特性

Characteristics of windows.

ISO 19993:2007 木结构.胶合层压板.正面和侧面结合处开裂试验

This International Standard specifies methods of evaluating the effectiveness of glued, laminated timber-face and edge bonds within a manufacturing plant by cleaving of the glue line in both dry and wet conditions.

Timber structures - Glued laminated timber - Face and edge joint cleavage test

SANS 10082:2007 木构架建筑物

Covers practices to be followed in the design and construction of single-storey and double-storey timber frame buildings and portions of such buildings.

Timber frame buildings

NF P21-711-1/NA:2007 欧洲法规5:木结构的设计.第1-1部分:总则.一般原则和建筑物用原则.NF EN 1995-1-1-2005国家附录.总则.一般原则和建筑物用原则

Eurocode 5 : design of timber structures - Part 1-1 : General - Common rules and rules for buildings - National Annex to NF EN 1995-1-1:2005 - General - Common rules and rules for buildings.

NF P21-712-1/NA:2007 欧洲法规5.木结构的设计.第1-2部分:总则.结构防火设计.NF EN 1995-1-2-2005国家附录.总则.结构防火设计

Eurocode 5 - design of timber structures - Part 1-2 : General - Structural fire design - National Annex to NF EN 1995-1-2:2005 - General - Structural fire design.

NF P21-399:2007 木结构.5%特征值的计算和样品的验收标准

Timber structures - Calculation of characteristic 5-percentile values and acceptance criteria for a sample.

DIN EN 14358:2007 木结构.样品用5%特征值的计算和验收标准

This document specifies a method for the determination of characteristic 5-percentile values from test results for fasteners and wood-based products. This document also gives corresponding acceptance criteria for a sample. Structural timber is not covered by this document but by EN 384. Sampling is not covered by this document, but reference is made to the relevant product standards.

Timber structures - Calculation of characteristic 5-percentile values and acceptance criteria for a sample; German version EN 14358:2006

BS EN 383:2007 木结构.试验方法.测定榫型紧固件的嵌入强度和基值

This standard specifies laboratory methods to determine the embedding strength and foundation values of solid timber, glued laminated timber and wood based sheet products with dowel type fasteners.

Timber structures - Test methods - Determination of embedment strength and foundation values for dowel type fasteners

NA to BS EN 1995-1-2-2004 欧洲法规5的英国国家附录:木结构设计.第1-2部分:总则.结构防火设计

To be read in conjunction with BS EN 1995-1-2

UK National Annex to Eurocode 5: Design of timber structures – Part 1-2: General – Structural fire design

NA to BS EN 1995-1-1-2004 欧洲法规5:英国国家附录:木结构设计.第1-1部分:总则.通用规则和建筑规则

To be read in conjunction with BS EN 1995-1-1

UK National Annex to Eurocode 5: Design of timber structures – Part 1-1: General – Common rules and rules for buildings

NA to BS EN 1995-2-2004 欧洲法规5的英国国家附录:木结构设计.第2部分:桥梁

UK National Annex to Eurocode 5: Design of timber structures – Part 2: Bridges

NA to BS EN 1995-1-1-2004+A1-2008 欧洲法规5的英国国家附录:木结构设计.第1-1部分:总则.通用规则和建筑规则

This National Annex has been prepared by BSI Subcommittee B/525/5, Structural use of timber. In the UK it is to be used in conjunction with BS EN 1995-1-1 for the design of timber structures, together with BS EN 1990 and BS EN 1991 and their National Annexes. This National Annex has been updated to reflect Amendment A1:2008 to BS EN 1995-1-1:2004. The start and finish of text introduced or altered by Amendment No. 1 is indicated in the text by tags ". Minor editorial changes including the renumbering of subclauses and tables have not been tagged.

UK National Annex to Eurocode 5: Design of timber structures – Part 1-1: General – Common rules and rules for buildings

DIN V 20000-2 Berichtigung 1:2006 结构中建筑产品的应用.第2部分:预制的木材模板梁.技术勘误到DIN V 20000-2:2006-07

This Prestandard defines application related requirements for timber formwork beams in accordance with DIN EN 13377.

Application of construction products in structures - Part 2: Prefabricated timber formwork beams, Corrigenda to DIN V 20000-2:2006-07

BS EN 14081-1:2005 木制结构.矩形横截面的强度级结构木料.第1部分:一般要求

This European Standard specifies the requirements for visual and 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 European Standard covers structural rectangular timber, untreated or treated against biological attack. This European Standard does not cover timber treated by fire retardant products. This European Standard identifies as a minimum the characteristics for which limits shall be given in visual grading rules. Finger jointed timber is not covered in this European Standard.

Timber structures — Strength graded structural timber with rectangular cross section — Part 1: General requirements

DIN EN 14081-2:2006 木结构.矩形截面的强度分级结构木材.第2部分:机械分级.初始型号试验的附加要求.德文版本 EN 14081-2-2005

This European Standard lays down requirements, additional to those in Part 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 the test equipment for proof loading graded material, and optional requirements for control planks to test the dynamic performance of grading machines.#,,#

Timber structures - Strength graded structural timber with rectangular cross section - Part 2: Machine grading; additional requirements for initial type testing; German version EN 14081-2:2005

BS EN 14081-4:2005 木结构.带矩形横断面的强度分级结构木材.机器分级.机器受控系统用分级机器设置

This European Standard gives settings, derived according to the requirements given in EN 14081-2, for various combinations of strength classes or grades, grading machines and species from particular sources of growth. These settings are only applicable to timber from the sources indicated in the tables.

Timber structures — Strength graded structural timber with rectangular cross section — Part 4: Machine grading — Grading machine settings for machine controlled systems

DIN EN 1995-2:2006 欧洲法规 5:木材结构设计.第2部分:桥梁.德文版本 EN 1995-2-2004

(1) EN 1995-2 gives general design rules for the structural parts of bridges, i.e. structural members of importance for the reliability of the whole bridge or major parts of it, made of timber or other wood-based materials, either singly or compositely with concrete, steel or other materials. (2) The following subjects are dealt with in EN 1995-2: Section 1: General Section 2: Basis of design Section 3: Material properties Section 4: Durability Section 5: Basis of structural analysis Section 6: Ultimate limit states Section 7: Serviceability limit states Section 8: Connections Section 9: Structural detailing and control (3) Section 1 and Section 2 also provide additional clauses to those given in EN 1990:2002 "Eurocode: Basis of structural design". (4) Unless specifically stated, EN 1995-1-1 applies.

Eurocode 5: Design of timber structures - Part 2: Bridges; German version EN 1995-2:2004

ASTM D3957-06 确立原木建筑物用结构构件应力分级的标准实施规范

1.1 These practices cover the visual stress-grading principles applicable to structural wood members of nonrectangular shape, as typically used in log buildings. These practices are meant to supplement the ASTM standards listed in Section , which cover stress-grading of sawn lumber and round timbers. Pieces covered by these practices may also be used in building types other than log buildings.1.2 The grading provisions used as illustrations herein are not intended to establish grades for purchase, but rather to show how stress-grading principles are applied to members used in log buildings. Detailed grading rules for commercial stress grades which serve as purchase specifications are established and published by agencies that formulate and maintain such rules and operate inspection facilities covering the various species.1.3 The values stated in inch-pound units are to be regarded as standard. 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 Practices for Establishing Stress Grades for Structural Members Used in Log Buildings

NF P21-501:2005 木结构.胶合层压板.要求

Timber structures - Glued laminated timber - Requirements.

DIN EN 12512:2005 木结构.试验方法.机械紧固件接头的循环试验

This European Standard specifies a test method for determining the ductility, impairment of strength and energy dissipation properties of joints made with mechanical fasteners under cyclic loading. NOTE This standard is written, for uniformity, in terms of direct axial loads and their effects only. The standard is, however, also appropriate to the determination of the moment resisting properties of joints.

Timber structures - Test methods - Cyclic testing of joints made with mechanical fasteners; English version of DIN EN 12512:2001 + A1:2005