Q71 木构配件 标准查询与下载

NF P63-201-1-1:2010 镶木地板.钉好的木地板.第1-1部分:技术规范合同单.

Parquet - Parquet to be nailed - Part 1-1 : contract bill of technical specifications.

NF P63-201-2:2010 镶木地板.钉好的镶木地板.第2部分:专门条款

Parquet - Parquet to be nailed - Part 2 : special clauses.

DIN EN 1533:2010 木地板.静载荷下的弯曲强度测定.试验方法;德文版本EN 1533-2010

Wood flooring - Determination of bending strength under static load - Test methods; German version EN 1533:2010

BS EN 1534:2010 木地板.耐刻痕的测定.试验方法

This European Standard specifies a method, derived from the test, for determining the resistance to indentation of wood flooring.

Wood flooring. Determination of resistance to indentation. Test method

NF B54-040:2010 木地板装饰型材.规格.

Wood profiles for floor decking - Specifications.

BS EN 1533:2010 木地板.静负荷下弯曲强度的测定

This European Standard specifies methods of determining the bending strength of wood flooring under static load: a method with a static line load and a method with a static point load. The methods apply to wood flooring installed on a non-continuous support and thus assuming static loadbearing conditions.

Wood flooring. Determination of bending strength under static load. Test methods

LY/T 1923-2010 室内木质门

本标准规定了室内木质门的分类、要求、测量和检验方法、检验规则及标志、包装、运输和贮存等。 本标准适用于采用实木或其他木质材料作为主要材料的室内木质门。不适用于防火门、防盗门等具有特殊功能的木质门。

Indoor wood-based door

BS EN ISO 10874:2012 弹力铺地织物及浸渍纸层压木质地板.分类

Resilient, textile and laminate floor coverings. Classification

ASTM E2692-10 开窗产品中的热载体的结构性能的标准试验方法

Thermal barriers require sufficient structural strength to carry the loads imposed on fenestration members while reducing the heat transfer through the depth of the framing members throughout their service life. Sustained gravity, bending and tensile loads that stress the thermal barrier (that is, glazing infill weight, wind loads, and glazing gasket pressure) are not covered by this test method. The reader is encouraged to read AAMA TIR-A8 for further information on thermal barriers and testing.1.1 This test method evaluates the longitudinal shear strength before and after thermal cycling for thermally broken composite thermal barriers used in framing of windows, doors, and skylights. It also evaluates the ability of a thermal barrier to maintain its longitudinal dimension after thermal cycling. 1.2 This test method is applicable to all fenestration products that are constructed with structural thermal barriers that are affixed along their length to the adjoining metal profile 1.3 This test method is meant to be applicable to many types of fenestration frame types and is not meant to be specific to any single frame construction type. 1.4 The values stated in SI units are to be regarded as standard. No other units of measurement are included in this standard. 1.5 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 Structural Performance of Thermal Barriers in Fenestration Products ^,

ASTM D7469-10 建筑用木料产品中的端接件的标准试验方法

These test methods are applicable to specimens with or without specific conditioning regimens. Tests are permitted to be performed on specimens that are not at moisture equilibrium, such as under production conditions in a plant, or on specimens that have been conditioned to specified moisture content or durability conditioning prior to testing. These test methods can be used as follows: To standardize the determination of strength properties for the material and joint being tested. To investigate the effect of parameters that may influence the structural capacity of the joint, such as joint profile, adhesive type, moisture content, temperature, and strength-reducing characteristics in the assembly. These test methods do not intend to address all possible exposure or performance expectations of end-joints. The following are some performance characteristics not considered: Long-term strength and permanence of the wood adhesive. Time dependent mechanical properties of the joint. Elevated temperature performance of the joint.1.1 This standard provides test methods for evaluating the structural capacity and integrity of end-joints in structural wood products. 1.2 End-joints are manufactured by adhesive bonding of machined, mated surfaces at the ends of two pieces of lumber to form a joint. Typical end-joint configurations include finger joints and scarf joints. The combination of one or more end-joints and the adjoining sections of the structural wood product within the assembly is considered to be the test specimen. 1.3 Off-line test methods include: (1) Axial Tension, (2) Bending, and (3) Cyclic Delamination. 1.4 In-line test methods include: (1) Tension Proofload and (2) Bending Proofload. 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 that are provided for information only and are not considered standard. 1.6 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. 5.1 This test method provides procedures for the determination of the axial tensile capacity of full-size end-joint specimen off-line. 5.2 Applications of this test method include: end-joint qualification and daily quality control of production, and other purposes where the strength of a full-size end-joint must be verified or determined. 10.1 This test method provides off-line test procedures for the determination of the capacity of the end-joint in bending on short spans subjected to a 4-point loading. 10.2 Applications of this test method include: end-joint qualification and daily quality control, and other purposes where the strength of a full-size end-joint are to be verified or determined. 15.1 This test method provides procedures for assessing the ability of the bond to resist separation after repeated exposure to moisture and drying. This test method is for end-joints in products requiring evaluation of durability, and also provides an indication of the overall consistency of the end-joint manufacturing process. Note 98212;This is adopted from Test Methods D1101, Test Method B, for finger joints.

Standard Test Methods for End-Joints in Structural Wood Products

ANSI A135.7-2010 工程木质装饰

The purpose of the Standard is to establish a nationally recognized voluntary consensus standard for engineered wood trim which can serve as a common basis for understanding among those manufacturing, specifying or using engineered wood trim. This is a new Standard for Engineered Wood Trim.

Engineered Wood Trim

ASTM D7032-10a 木塑复合材料铺板及护栏系统(防护装置或扶手)性能等级标准规范

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). Note 18212;While WPCs may contain wood fiber, the presence of wood fiber in the composite is not required by this standard. Other lignocellulosic materials may be used. For WPC deck boards and guardrail systems evaluated according to this standard, the structural, physical, and fire attributes may or may not exhibit similarity to those of wood due to the presence, type, and quantity of plastic(s) in the composite. WPCs should not be assumed to behave similarly to wood. For example, to address the influence of plastic in the composite, special considerations in the standard address sensitivity to temperature, ultraviolet (UV) exposure, and freeze-thaw resistance. 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 28212;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 D6662 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.

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

NF P63-204*NF DTU 51.11:2009 镶木地板和木面镶嵌地板覆盖物.浮隔镶木地板和木面镶嵌地板覆盖物的铺设.第1-1部分:承包标书的技术条款.第1-2部分:材料选择的一般标准.第2部分:承包标书的特殊条款

Parquet floors and wood-faced inlaid floor coverings - Laying of floating parquet flooring and wood-faced inlaid floor coverings - Part 1-1 : contract bill of technical clauses - Part 1-2 : general criteria for selection of materials - Part 2 : contract b

NF P63-204-1-2:2009 镶木地板和木面镶嵌地板覆盖物.浮隔镶木地板和木面镶嵌地板覆盖物的铺设.第1-2部分:材料选择的通用标准

Parquet flooring and wood-faced inlaid floor coverings - Laying of floating parquet flooring and wood-faced inlaid floor coverings - Part 1-2 : general criteria for selection of materials.

NF P63-204-1-1:2009 镶木地板和木面镶嵌地板覆盖物.浮隔镶木地板和木面镶嵌地板覆盖物的铺设.第1-1部分:承包标书的技术条款.

Parquet floors and wood-faced inlaid floor coverings - Laying of floating parquet flooring and wood-faced inlaid floor coverings - Part 1-1 : contract bill of technical clauses.

NF P63-204-2:2009 镶木地板和木面镶嵌地板覆盖物.浮隔镶木地板和木面镶嵌地板覆盖物的铺设.第2部分:承包标书的特殊条款

Parquet flooring and wood-faced inlaid floor coverings - Laying of floating parquet flooring and wood-faced inlaid floor coverings - Part 2 : contract bill of special clauses.

SANS 1900:2009 单面预制木质屋顶架（钉板）

Specifies requirements for monoplanar prefabricated timber roof trusses assembled with nail plates.

Monoplanar prefabricated timber roof trusses (nail-plated)

ISO 10874:2009 弹力铺地织物及浸渍纸层压木质地板.分类

Resilient, textile and laminate floor coverings - Classification

DIN EN 14081-4:2009 木结构 带矩形横断面的强度等级结构木材 第4部分:机械分级 机械受控系统用分级机械设置

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; German version EN 14081-4:2009

DIN 68702:2009 木块铺砌

Wood paving