Q71 木构配件 标准查询与下载

JIS A 6509 AMD 1:2006 建筑物部件(屋顶用木护板)(修改件1)

Building components (Wood panel for roof) (Amendment 1)

JIS A 6504 AMD 1:2006 建筑物部件(墙用木护板)(修改件1)

Building components (Wood panel for wall) (Amendment 1)

DIN EN 14081-4:2006 木结构.矩形截面强度分级结构木材.第4部分:机器分级.机器控制系统的分级机器设置.德文版本 EN 14081-4-2005

The document applies to train-induced aerodynamic loading on open track caused by trains passing a permanent or temporary strucutre, a person who is alongside the track or two trains passing each other. The document applies to open air structures of any length and closed structures of a length less than 20 m enveloping the tracks. Flor closed structures enveloping the tracks longer than 20 m prEN 14067-5 applies. For effects caused by cross winds, the aerodynamic phenomena are described in prEN 14067-6. In addition, the document applies to the resistance of motion for trains in open air.#,,#

Timber structures - Strength graded structural timber with rectangular cross section - Part 4: Machine grading - Grading machine settings for machine controlled systems; English version of DIN EN 14081-4:2006-02

ASTM D7032-06 制定木-塑复合材料承板和护栏(挡板或扶手)设备的性能评定值的标准规范

1.1 This specification covers the procedures to establish a performance rating for wood-plastic composite (WPC) deck boards. This specification also defines the procedures to establish a performance rating for WPC guards and handrails. The purpose of this specification is to establish the basis for code recognition of these products or systems in exterior applications where combustible construction is allowed (see X1.1).1.2 Deck boards, guards, and handrails covered by this specification are permitted to be of any code compliant shape and thickness (solid or non-solid).Note 18212;While WPCs are produced in a broad range of ratios of fiber to resin it is recognized that the performance requirements in this specification are valid for any material or combination of materials used as deck boards, guards, or handrails. For products made primarily from resin, or for products that exhibit highly plastic properties (for example, more than 3 % strain without rupture in a standard flexural test under ambient conditions), users are directed to Specification D 6662 for additional guidance.1.3 A deck board, and a deck board used as a stair tread, are assigned a span rating indicating its ability to comply with model code specified functions identified for its specific end use. A guard or handrail is recognized for its ability to meet minimum code requirements specified in the appropriate model building code.1.4 Details of manufacturing processes may be proprietary and are beyond the scope of this specification.1.5 UnitsThe values stated in inch-pound units are to be regarded as standard. The values given in parentheses are mathematical conversions to SI units, which are provided for information only.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 requirements prior to use.

Standard Specification for Establishing Performance Ratings for Wood-Plastic Composite Deck Boards and Guardrail Systems (Guards or Handrails)

ASTM D7032-06a 制定木-塑复合材料承板和护栏(挡板或扶手)设备的性能评定值的标准规范

1.1 This specification covers the procedures to establish a performance rating for wood-plastic composite (WPC) deck boards. This specification also defines the procedures to establish a performance rating for WPC guards and handrails. The purpose of this specification is to establish the basis for code recognition of these products or systems in exterior applications where combustible construction is allowed (see ).1.2 Deck boards, guards, and handrails covered by this specification are permitted to be of any code compliant shape and thickness (solid or non-solid).Note 1While WPCs are produced in a broad range of ratios of fiber to resin it is recognized that the performance requirements in this specification are valid for any material or combination of materials used as deck boards, guards, or handrails. For products made primarily from resin, or for products that exhibit highly plastic properties (for example, more than 3 % strain without rupture in a standard flexural test under ambient conditions), users are directed to Specification D 6662 for additional guidance.1.3 A deck board, and a deck board used as a stair tread, are assigned a span rating indicating its ability to comply with model code specified functions identified for its specific end use. A guard or handrail is recognized for its ability to meet minimum code requirements specified in the appropriate model building code.1.4 Details of manufacturing processes may be proprietary and are beyond the scope of this specification.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, which are provided for information only.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 requirements prior to use.

Standard Specification for Establishing Performance Ratings for Wood-Plastic Composite Deck Boards and Guardrail Systems (Guards or Handrails)

ASTM D245-06 确立目测分等木材的结构等级及有关允许性能的标准规程

1.1 This practice (1,2) covers the basic principles for establishing related unit stresses and stiffness values for design with visually-graded solid sawn structural lumber. This practice starts with property values from clear wood specimens and includes necessary procedures for the formulation of structural grades of any desired strength ratio.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. Detailed grading rules for commercial stress grades which serve as purchase specifications are established and published by agencies which formulate and maintain such rules and operate inspection facilities covering the various species.1.3 The material covered in this practice appears in the following order:1.4 The values given in parentheses are provided for information purposes only.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 Structural Grades and Related Allowable Properties for Visually Graded Lumber

ASTM D5456-06 结构合成木材产品评估的标准规范

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 . Materials that do not conform to the definitions are beyond the scope of this specification. A brief discussion is found in .1.3 Details of manufacturing procedures are beyond the scope of this specification. Note 18212;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 .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 16 %. The conditioning environment of 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 the standard. The SI units given in parentheses are for information only.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

BS EN 14354:2004 木基板条.木制薄地板覆盖物

This document specifies definitions, requirements and test methods for wood veneer floor coverings for internal use. It gives guidance for the evaluation of conformity of the products to the requirements of this standard. Wood-veneer floor coverings without finishing are excluded.

Wood-based panels - Wood veneer floor covering

DIN EN 14342:2005 木制楼板.特性、合格评价和标记

Wood flooring - Characteristics, evaluation of conformity and marking; German version EN 14342:2005

NF B54-030:2005 木质板材.木制薄板楼板覆盖物

Wood-based panels - Wood veneer floor covering.

NF B54-250:2005 建筑用木质板条.特性、合格评定和标记

Wood-based panels for use in construction - Characteristics, evaluation of conformity and marking.

BS EN 14251:2005 结构圆木材.试验方法

Structural round timber - Test methods

ASTM D2394-05(2011) 木料和木质抛光地板材料的模拟应用试验的标准试验方法

The test methods presented herein are intended to provide both a factual and comparative means of appraising the suitability of finish flooring. The procedures developed simulate some conditions of use that may require either maintenance beyond that considered normal or replacement of the floor surface material. It is important for some of the evaluations that the substrate to be used beneath the finish flooring be duplicated because the type and degree of support will have a direct influence on the value obtained from test. For example, in some present-day construction, low-density materials are used for sound-deadening immediately below the finish flooring. The way this substrate distributes loading and absorbs energy will have an influence on evaluations such as those in rolling and concentrated loads. The test methods presented herein may be used to compare different finish floorings as to their resistance to severe and ordinary service loads and also may serve as the means to set specification limits. The properties obtained by these test methods are needed in addition to such basic material properties as stiffness, strength, hardness, and dimensional stability. Not all test may be required for any specific investigation. There may be an interrelation between two tests, and when it has been demonstrated what the interrelation is, a complete evaluation will only be required as a final stage of a study. In each instance, therefore, it will be necessary to determine which evaluations should be made to fulfill the objectives. 1.1 These test methods cover procedures for measuring the performance of finish flooring under the following service loadings and conditions:

Standard Test Methods for Simulated Service Testing of Wood and Wood-Base Finish Flooring

ASTM D7032-05 制定木材-塑料复合材料承板和护栏(挡板或扶手)设备的性能额定值的标准规范

1.1 This specification covers the procedures to establish a performance rating for wood-plastic composite (WPC) deck boards. This specification also defines the procedures to establish a performance rating for WPC guards and handrails. The purpose of this specification is to establish the basis for code recognition of these products or systems in exterior applications where combustible construction is allowed (see X1.1).1.2 Deck boards, guards, and handrails covered by this specification are permitted to be of any code compliant shape and thickness (solid or non-solid).Note 18212;While WPCs are produced in a broad range of ratios of fiber to resin it is recognized that the performance requirements in this specification are valid for any material or combination of materials used as deck boards, guards, or handrails. For products made primarily from resin, or for products that exhibit highly plastic properties (for example, more than 3 % strain without rupture in a standard flexural test under ambient conditions), users are directed to Specification D 6662 for additional guidance.1.3 A deck board, and a deck board used as a stair tread, are assigned a span rating indicating its ability to comply with model code specified functions identified for its specific end use. A guard or handrail is recognized for its ability to meet minimum code requirements specified in the appropriate model building code.1.4 Details of manufacturing processes may be proprietary and are beyond the scope of this specification.1.5 UnitsThe values stated in inch-pound units are to be regarded as standard. The values given in parentheses are mathematical conversions to SI units, which are provided for information only.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 requirements prior to use.

Standard Specification for Establishing Performance Ratings for Wood-Plastic Composite Deck Boards and Guardrail Systems (Guards or Handrails)

ASTM D7032-05a 制定木材-塑料复合材料承板和护栏(挡板或扶手)设备的性能额定值的标准规范

1.1 This specification covers the procedures to establish a performance rating for wood-plastic composite (WPC) deck boards. This specification also defines the procedures to establish a performance rating for WPC guards and handrails. The purpose of this specification is to establish the basis for code recognition of these products or systems in exterior applications where combustible construction is allowed (see X1.1).1.2 Deck boards, guards, and handrails covered by this specification are permitted to be of any code compliant shape and thickness (solid or non-solid).Note 18212;While WPCs are produced in a broad range of ratios of fiber to resin it is recognized that the performance requirements in this specification are valid for any material or combination of materials used as deck boards, guards, or handrails. For products made primarily from resin, or for products that exhibit highly plastic properties (for example, more than 3 % strain without rupture in a standard flexural test under ambient conditions), users are directed to Specification D 6662 for additional guidance.1.3 A deck board, and a deck board used as a stair tread, are assigned a span rating indicating its ability to comply with model code specified functions identified for its specific end use. A guard or handrail is recognized for its ability to meet minimum code requirements specified in the appropriate model building code.1.4 Details of manufacturing processes may be proprietary and are beyond the scope of this specification.1.5 UnitsThe values stated in inch-pound units are to be regarded as standard. The values given in parentheses are mathematical conversions to SI units, which are provided for information only.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 requirements prior to use.

Standard Specification for Establishing Performance Ratings for Wood-Plastic Composite Deck Boards and Guardrail Systems (Guards or Handrails)

ASTM D2394-05e1 木料和木质抛光地板材料的模拟应用试验的标准试验方法

The test methods presented herein are intended to provide both a factual and comparative means of appraising the suitability of finish flooring. The procedures developed simulate some conditions of use that may require either maintenance beyond that considered normal or replacement of the floor surface material. It is important for some of the evaluations that the substrate to be used beneath the finish flooring be duplicated because the type and degree of support will have a direct influence on the value obtained from test. For example, in some present-day construction, low-density materials are used for sound-deadening immediately below the finish flooring. The way this substrate distributes loading and absorbs energy will have an influence on evaluations such as those in rolling and concentrated loads. The test methods presented herein may be used to compare different finish floorings as to their resistance to severe and ordinary service loads and also may serve as the means to set specification limits. The properties obtained by these test methods are needed in addition to such basic material properties as stiffness, strength, hardness, and dimensional stability. Not all test may be required for any specific investigation. There may be an interrelation between two tests, and when it has been demonstrated what the interrelation is, a complete evaluation will only be required as a final stage of a study. In each instance, therefore, it will be necessary to determine which evaluations should be made to fulfill the objectives. 1.1 These test methods cover procedures for measuring the performance of finish flooring under the following service loadings and conditions: Section Loading Tests Concentrated Loading 7 Floor Surface Indentation from Small Area Loads12 Falling-Ball Indentation18 Rolling Load23 Mechanical Tests Abrasion Resistance28 Coefficient of Friction33 Moisture Tests Surface Wetting38

Standard Test Methods for Simulated Service Testing of Wood and Wood-Base Finish Flooring

EN 14519:2005 实心软木板和涂覆层.带舌状物和凹槽的机械轮廓

This European Standard specifies the characteristics of solid wood panelling and cladding with tongue and groove machined from the following most common European species of softwood: spruce/fir, pine, larch, European Douglas Fir and maritime pine. Products are intended for interior or exterior use. NOTE Products sold in the European Economic Area should comply with prEN 14915.

Solid softwood panelling and cladding - Machined profiles with tongue and groove

KS M ISO 9366:2004 整体地板软木弹性砖片.边缘平直度和垂直度的测定与检验

이 규격은 덩어리 형태의 코르크 바닥 타일 또는 슬래브의 치수, 그리고 가장자리의 직선

Agglomerated cork floor tiles－Determination of dimensions and deviation from squareness and from straightness of edges

SANS 6182:2004 木门．分类1．耐老化性能的测定

Specifies a method of determining the resistance of a class 1 wooden door to adverse weather conditions.

Wooden doors - Class 1 - Determination of resistance to weathering

SANS 6124:2004 木门．抗扭强度的测定

Specifies a method to determine the resistance to torsion of a wooden door

Wooden doors - Determination of resistance to torsion