P23 木结构工程 标准查询与下载

BS EN 1995-1-2:2004 欧洲法规5.木结构的设计.总则.结构防火设计

1 Scope of Eurocode 5 (1)P Eurocode 5 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 Eurocode 5 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)Eurocode 5 is intended to be used in conjunction with: EN 1990:2002 Eurocode - Basis of structural 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)Eurocode 5 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 - Structural Fire Design (6)EN 1995-2 refers to the General rules in EN 1995-1-1. The clauses in EN 1995-2 supplement the clauses in EN 1995-1. 2 Scope of EN 1995-1-2 (1)P EN 1995-1-2 deals with the design of timber structures for the accidental situation of fire exposure and is intended to be used in conjunction with EN 1995-1-1 and EN 1991-1-2:2002. EN 1995-1-2 only identifies differences from, or supplements normal temperature design. (2)P EN 1995-1-2 deals only with passive methods of fire protection. Active methods are not covered. (3)P EN 1995-1-2 applies to building structures that are required to fulfil certain functions when exposed to fire, in terms of - avoiding premature collapse of the structure (load-bearing function) - limiting fire spread (flames, hot gases, excessive heat) beyond designated areas (separating function). (4)P EN 1995-1-2 gives principles and application rules for designing structures for specified requirements in respect of the aforementioned functions and levels of performance. (5)P EN 1995-1-2 applies to structures or parts of structures that are within the scope of EN 1995-1-1 and are designed accordingly. (6)P The methods given in EN 1995-1-2 are applicable to all products covered by product standards made reference to in this Part.

Eurocode 5. Design of timber structures - General - Structural fire design

BS EN 1995-1-1:2004+A1:2008 欧洲法规5.木结构的设计.总则.通用规则和建筑物用规则

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.

Eurocode 5. Design of timber structures - Part 1-1: General — Common rules and rules for buildings

BS EN 1995-2:2004 欧洲法规5.木结构的设计.桥梁

To be read in conjunction with EN 1990:2002, EN 1991, EN 1998

Eurocode 5. Design of timber structures - Bridges

BS EN 14374:2004 木结构.结构叠层木材.要求

This document specifies the requirements for laminated veneer lumber for structural applications. The tests to be used, methods to carry out the evaluation of conformity and content of the marking of the product are given. This document does not cover laminated veneer lumber treated against biological attack or fire.

Timber structures - Structural laminated veneer lumber - Requirements

DIN 1052:2004 木结构的设计.总则和建筑物用规则

Design of timber structures - General rules and rules for buildings

ISO 22156:2004 竹子.结构设计

This International Standard applies to the use of bamboo structures, i.e. structures made of bamboo (round bamboo, split bamboo, glued laminated bamboo) or bamboo-based panels joined together with adhesives or mechanical fasteners. This International Standard is based on limit-state design, and on the performance of the structure; see also 7.1. It is only concerned with the requirements for mechanical resistance, serviceability and durability of structures. Other requirements, e.g. concerning thermal or sound insulation, are not considered. Bamboo used as a composite structure may require additional considerations beyond this International Standard. Execution (work on-site, and fabrication of components off-site, and their erection on-site) is covered to the extent that is necessary to indicate the quality of construction materials and products which should be used and the standard of workmanship on-site needed to comply with the assumptions of the design rules.

Bamboo - Structural design

DIN EN 13271:2004 木制紧固件.连接件滑动模数和特性承载力

This standard gives relationships for the determination of load-carrying capacities of connector joints in timber structures and appertaining reference conditions. It also gives recommendations for characteristic values for slip moduli for joints in solid timber (see EN 338) or glued laminated timber (see EN 1194).

Timber fasteners - Characteristic load-carrying capacities and slip-moduli for connector joints; German version EN 13271:2001 + AC:2003

ASTM D5055-04 预制木质工字梁结构能力确定和监测的标准规范

1.1 GeneralThis specification gives procedures for establishing, monitoring, and reevaluating structural capacities of prefabricated wood I-joists. Capacities considered are shear, moment, and stiffness. Procedures for establishing common details are given and certain design considerations specific to wood I-joists are itemized.1.2 Contents of the StandardAn index and brief description of the main features of this specification are given in .1.3 Development of the StandardThe development and intent of this specification is discussed in Appendix X1 . 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. A specific precautionary statement is given in 6.1.1.5.

Standard Specification for Establishing and Monitoring Structural Capacities of Prefabricated Wood I-Joists

ASTM D5457-04 载荷和阻力系数设计用木基材料和结构连接件的标准阻力计算标准规范

1.1 This specification covers procedures for computing the reference resistance of wood-based materials and structural connections for use in load and resistance factor design (LRFD). The reference resistance derived from this specification applies to the design of structures addressed by the load combinations in ASCE 7-02.1.2 A commentary to this specification is provided in Appendix X1.

Standard Specification for Computing the Reference Resistance of Wood-Based Materials and Structural Connections for Load and Resistance Factor Design

ASTM D5457-04a 载荷和阻力系数设计用木基材料和结构连接件的标准阻力计算标准规范

1.1 This specification covers procedures for computing the reference resistance of wood-based materials and structural connections for use in load and resistance factor design (LRFD). The reference resistance derived from this specification applies to the design of structures addressed by the load combinations in ASCE 7-02.1.2 A commentary to this specification is provided in .

Standard Specification for Computing Reference Resistance of Wood-Based Materials and Structural Connections for Load and Resistance Factor Design

ISO 16670:2003 木结构.机械紧固件接头.准静态逆循环试验方法

This International Standard is intended to provide a cyclic test method as a basis for the derivation of parameters which are required in seismic design of timber structures. The method includes procedures to develop the envelope curves (backbone or skeleton curves; an example is given in Clause A.5.) for joints subjected to a cyclic displacement schedule which produces representative demands imposed on the joints by earthquakes. It does not include criteria for parameters which are, at times, stipulated in national standards or building codes. This standard is intended for joints subjected to lateral load ans is not applicable to joints subjected to withdrawal forces. This International Standard is applicable to joints made with mechanical fasteners used in timber structures loaded under seismic action. NOTE 1 In the context of this Standard, the term "joint" means "connection" in present-day North-American English. NOTE 2 It is recognized that, for some special types of joints, modification of the test method may be necessary provided the test objectives in this clause and the principles in Clause 6 are achieved. See Clause A.2 for details.

Timber structures - Joints made with mechanical fasteners - Quasi-static reversed-cyclic test method

BS EN 338:2003 结构木材.强度类型

This standard establishes a system of strength classes for general use in structural codes. It gives characteristic strength and stiffness properties and density values for each class and the rules for the allocation of timber populations (i.e. combinations of species, source and grade) to the classes. This standard applies to all softwood and hardwood timber for structural use.

Structural timber - Strength classes

BS EN 336:2003 结构木材.尺寸的允许偏差

This standard specifies two classes of permitted deviations from target sizes for structural timber of softwood and hardwood species. It also specifies the moisture content to be used as a reference point for the measurement of sizes, and gives average values for changes in size due to changes in moisture content. It is applicable to sawn and prepared square-edged timber with parallel edges having sawn thickness or widths in the range 22 mm to 300 mm.

Structural timber. Sizes, permitted deviations

ASTM D5055-03 预制木质工字梁结构能力确定和监测的标准规范

1.1 General8212;This specification gives procedures for establishing, monitoring, and reevaluating structural capacities of prefabricated wood I-joists. Capacities considered are shear, moment, and stiffness. Procedures for establishing common details are given and certain design considerations specific to wood I-joists are itemized.1.2 Contents of the Standard8212;An index and brief description of the main features of this specification are given in Appendix X1.1.1.1.3 Development of the Standard8212;The development and intent of this specification is discussed in Appendix X1.1.4 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. A specific precautionary statement is given in 6.1.1.5.

Standard Specification for Establishing and Monitoring Structural Capacities of Prefabricated Wood I-Joists

ASTM D6874-03 利用横向振动无损评定木基受弯构件的标准试验方法

The dynamic modulus of elasticity provided by these test methods is a fundamental property for the configuration tested. This value can be related to static and other dynamic moduli of elasticity as measured on the same configuration. 5.1.1 The rapidity and ease of application of these test methods facilitate its use as a substitute for static measurements. 5.1.2 Dynamic modulus of elasticity is often used for surveys, for segregation of lumber for test purposes, and to provide indication of environmental or processing effect. The modulus of elasticity, whether measured statically or dynamically, is often a useful predictor variable to suggest or explain property relationships.1.1 These test methods cover the determination of the flexural stiffness and modulus of elasticity properties of wood-based materials by nondestructive testing using transverse vibration in the vertical direction.1.2 The test methods are limited to specimens having solid, rectangular sections.1.3 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 Test Methods for Nondestructive Evaluation of Wood-Based Flexural Members Using Transverse Vibration

ASTM D3957-03 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 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

ASTM E661-03 在集中静载荷和冲击载荷下木制及木基楼板和屋顶覆盖层性能的标准试验方法

The procedures outlined will provide data that can be used to evaluate the structural performance, under concentrated loads, of roof and floor sheathing, separate from the effects of the framing, under simulated conditions representative of those in actual service. The procedures are intended to be applied to roof or floor sheathing materials installed directly to framing. They are not intended for the evaluation of the framed assembly as a whole.1.1 This test method covers procedures for determining the resistance to deflection and damage of floor and roof sheathing used in site-built construction subjected to concentrated static loads as well as impact loads from nonrigid blunt objects. It is applicable to wood and wood-based panels and boards, but is not intended to cover profiled metal decks, nor precast or cast-in-place slabs. Surface indentation is not evaluated separately from deflection.1.2 Three applications are covered: roof sheathing, subfloors, and single floors. 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. Where it is anticipated that sheathing will be subjected only to dry conditions during construction and use, or else to greater moisture exposure than is indicated in , the corresponding exposure conditions may be modified by agreement between the interested parties. For example, shop-built construction may be tested dry only, although the possibility of exposure to high humidity or leaks and flooding during use should be considered.1.3 The values stated in metric (SI) units are to be regarded as the 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 Test Method for Performance of Wood and Wood-Based Floor and Roof Sheathing Under Concentrated Static and Impact Loads

ASTM E661-03(2009) 在集中静载荷和冲击载荷下木制及木基楼板和屋顶覆盖层表现的试验方法

The procedures outlined will provide data that can be used to evaluate the structural performance, under concentrated loads, of roof and floor sheathing, separate from the effects of the framing, under simulated conditions representative of those in actual service. The procedures are intended to be applied to roof or floor sheathing materials installed directly to framing. They are not intended for the evaluation of the framed assembly as a whole.1.1 This test method covers procedures for determining the resistance to deflection and damage of floor and roof sheathing used in site-built construction subjected to concentrated static loads as well as impact loads from nonrigid blunt objects. It is applicable to wood and wood-based panels and boards, but is not intended to cover profiled metal decks, nor precast or cast-in-place slabs. Surface indentation is not evaluated separately from deflection. 1.2 Three applications are covered: roof sheathing, subfloors, and single floors. 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. Note 18212;Where it is anticipated that sheathing will be subjected only to dry conditions during construction and use, or else to greater moisture exposure than is indicated in 7.3.2, the corresponding exposure conditions may be modified by agreement between the interested parties. For example, shop-built construction may be tested dry only, although the possibility of exposure to high humidity or leaks and flooding during use should be considered. 1.3 The values stated in metric (SI) units are to be regarded as the 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.

Standard Test Method for Performance of Wood and Wood-Based Floor and Roof Sheathing Under Concentrated Static and Impact Loads

SANS 6891:1983 木结构．使用机械紧固件制成的接头．强度和变形特性特定的一般原则

Lays down general principles for the determination of the strength and deformation (slip) characteristics of joints made with mechanical fasteners.

Timber structures - Joints made with mechanical fasteners - General principles for the determination of strength and deformation characteristics

NF P21-203-1/A2:2002 DTU 31.1.建筑工程.木材骨架和楼梯.第1部分:技术规范

DTU 31.1 - Building works - Timber frameworks and stairs - Part 1 : technical specifications.