P23 木结构工程 标准查询与下载

BS EN 12369-3:2008 木质板材.结构设计特征值.实心木制板材

Wood-based panels - Characteristic values for structural design - Solid-wood panels

DIN EN 1995-1-2 Berichtigung 1:2009 欧洲法规5:木结构的设计.第1-2部分:总则.结构防火设计.德文版本EN 1995-1-2-2004 + AC-2006,DIN EN 1995-1-2-2006-10标准的勘误表.德文版本EN 1995-1-2-2004/AC-2009

Eurocode 5: Design of timber structures - Part 1-2: General - Structural fire design; German version EN 1995-1-2:2004 + AC:2006, Corrigendum to DIN EN 1995-1-2:2006-10; German version EN 1995-1-2:2004/AC:2009

BS EN 14081-4:2009 木结构.带矩形横断面的强度分级结构木材.第4部分: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

NF P21-500-4:2009 木结构.带矩形横截面的强度分级结构木材.第4部分:机器分级.机器受控系统用分级机器设置

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

DIN EN 1380:2009 木结构的测试方法.承重钉,螺丝,销钉和螺栓,DIN EN 1380:2009-07的英文版本

This European Standard specifies test methods for determining the strength and deformation characteristics oflaterally 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, are possible.

Timber structures - Test methods - Load bearing nails, screws, dowels and bolts; English version of DIN EN 1380:2009-07

NF P21-365:2009 木结构.预切割结构组件及其部件的产品要求

Timber structures - Product requirements for precut structural members and their components.

BS EN 1380:2009 木结构.试验方法.承重钉,螺钉,榫和螺栓

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, are possible.

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

BS EN 409:2009 木结构.试验方法.榫型紧固件屈服力矩的测定

This European Standard specifies a method for determining the yield moment of dowel type fasteners.

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

BS EN 14545:2008 木结构.连接器.要求

This European Standard specifies requirements and test methods for materials, geometry, strength, stiffness and durability aspects (i.e. corrosion protection) of connectors for use in load bearing timber structures. Only connectors manufactured from steel are covered by this European Standard, like shear plates, split ring connectors, tooth plate connectors, punched metal plate fasteners and nailing plates. Definitions of these items are given in Clause 3. This European Standard specifies also the evaluation of conformity procedures and includes requirements for marking of these products. This European Standard does not cover connectors treated with fire retardants to improve their fire performance.

Timber structures - Connectors - Requirements

DIN EN 14545:2009 木结构.连接件.要求

This European Standard specifies requirements and test methods for materials, geometry, strength, stiffness and durability aspects (i.e. corrosion protection) of connectors for use in load bearing timber structures. Only connectors manufactured from steel are covered by this European Standard, like shear plates, split ring connectors, tooth plate connectors, punched metal plate fasteners and nailing plates. Definitions of these items are given in Clause 3. This European Standard specifies also the evaluation of conformity procedures and includes requirements for marking of these products. This European Standard does not cover connectors treated with fire retardants to improve their fire performance.

Timber structures - Connectors - Requirements; English version of DIN EN 14545:2009-02

ASTM D3957-09 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 2, 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. The values given in parentheses are mathematical conversions to SI units that are provided for information only and are not considered standard. 1.4 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. NF—Narrow Face WF—Wide FaceFIG. 1 Typical Wall-Log Sections Showing Wide and Narrow Faces as Determined by Inscribed Rectangle

Standard Practices for Establishing Stress Grades for Structural Members Used in Log Buildings

ASTM D7341-09 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

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 D 3737, but provides an alternative method for establishing characteristic values. Lay-up combinations developed in accordance with Practice D 3737 are not required to be governed by this standard. Note 18212;The models described by Practice D 3737 have been developed and modified based on more than 50 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/AITC A190.1 or CSA O122. 1.5 Adjustments to characteristic values to determine reference values for design shall be in accordance with Practice D 2915 for allowable stress design (ASD) or Specification D 5457 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 D 3737. 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 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 Practice for Establishing Characteristic Values for Flexural Properties of Structural Glued Laminated Timber by Full-Scale Testing

GOST R 53292-2009 木材用阻燃剂组成成分和物质.一般要求.试验方法

Fire retardant compositions and substances for wood. General requirements. Test methods

DIN 1052:2008 木材结构的设计.建筑物通用规则和技术规则

Design of timber structures - General rules and rules for buildings

ISO 12578:2008 木结构.粘合叠层木材.组件性能和生产要求

This International Standard specifies requirements for the components of glued laminated timber members and minimum requirements for the production of such members for structural use. This International Standard is applicable to products with a finished lamination thickness of not more than 50 mm. Although most glued laminated timber is made from coniferous species, this International Standard also applies to broad-leaf species if the tests specified in this International Standard show that a satisfactory glue bond can be achieved. The basic requirements apply to structural members of all service classes; however, special precautions are necessary for service class 3, for example, the use of weather-resistant adhesives (see 5.3)~ This International Standard does not apply to the determination of strength and stiffness characteristics (see EN 1194).

Timber structures - Glued laminated timber - Component performance and production requirements

DIN EN 1995-1-1:2008 欧洲法规5:木材结构的设计.第1-1部分:总则.通用规则和建筑规则

1.1.1 Scope of EN 1995 (1)P EN 1995 applies to the design of buildings and civil engineering works in timber (solid timber, sawn, planed or in pole form, glued laminated timber or wood-based structural products, e.g. LVL) or wood-based panels jointed together with adhesives or mechanical fasteners. It complies with the principles and requirements for the safety and serviceability of structures and the basis of design and verification given in EN 1990:2002. (2)P EN 1995 is only concerned with requirements for mechanical resistance, serviceability, durability and fire resistance of timber structures. Other requirements, e.g concerning thermal or sound insulation, are not considered. (3) EN 1995 is intended to be used in conjunction with: EN 1990:2002 Eurocode - Basis of design EN 1991 "Actions on structures" EN's for construction products relevant to timber structures EN 1998 "Design of structures for earthquake resistance", when timber structures are built in seismic regions (4) EN 1995 is subdivided into various parts: EN 1995-1 General EN 1995-2 Bridges (5) EN 1995-1 "General" comprises: EN 1995-1-1 General - Common rules and rules for buildings EN 1995-1-2 General rules - Structural Fire Design (6) EN 1995-2 refers to the common rules in EN 1995-1-1. The clauses in EN 1995-2 supplement the clauses in EN 1995-1. 1.1.2 Scope of EN 1995-1-1 (1) EN 1995-1-1 gives general design rules for timber structures together with specific design rules for buildings. (2) The following subjects are dealt with in EN 1995-1-1: 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 with metal fasteners Section 9: Components and assemblies Section 10: Structural detailing and control. (3)P EN 1995-1-1 does not cover the design of structures subject to prolonged exposure to temperatures over 60℃.

Eurocode 5: Design of timber structures - Part 1-1: General - Common rules and rules for buildings; German version EN 1995-1-1:2004+A1:2008

ISO 16572:2008 木结构.木基板材.结构性能的试验方法

This International Standard specifies test methods for determining the structural properties of commercial wood-based and lignocellulosic fibrous panel products for use in load-bearing timber structures. These properties are intended for the calculation of characteristic values. NOTE Bamboo is an example of a lignocellulosic fibrous material.

Timber structures - Wood-based panels - Test methods for structural properties

NF P20-501:2008 窗户的试验方法

Test methods for windows.

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