PREN 16351-2018
木结构 交叉层压木 要求

Timber structures - Cross laminated timber - Requirements


 

 

非常抱歉,我们暂时无法提供预览,您可以试试: 免费下载 PREN 16351-2018 前三页,或者稍后再访问。

您也可以尝试购买此标准,
点击右侧 “购买” 按钮开始采购(由第三方提供)。

点击下载后,生成下载文件时间比较长,请耐心等待......

 

标准号
PREN 16351-2018
发布
2018年
发布单位
CEN - European Committee for Standardization
当前最新
PREN 16351-2018
 
 
适用范围
This document sets out requirements regarding the performance of characteristics of the following types of cross laminated timber to be used in buildings and bridges: ?? type 1: Straight or curved cross laminated timber comprising only timber layers but no large finger joints; ?? type 2: Straight cross laminated timber comprising only timber layers and large finger joints; ?? type 3: Straight cross laminated timber comprising timber and wood-based panel layers but no large finger joints. It also lays down procedures for assessment and verification of constancy of performance (AVPC) of characteristics and specifies marking and labelling of cross laminated timber. This document covers cross laminated timber of all three types of cross laminated timber: ?? manufactured according to this standard@ which sets up provisions for: ?? boundary conditions during manufacture of cross laminated timber; ?? moisture content and temperature of timber to be bonded; ?? production of finger joints and bonds between layers; ?? to be used in service class 1 or 2 according to EN 1995-1-1; ?? made of coniferous species and poplar listed in this standard; ?? which may be made of layers made of different species having similar properties; ?? bonded with phenolic or aminoplastic or moisture curing one-component polyurethane or emulsion polymer isocyanate adhesives of adhesive type I according to the respective standard; ?? built up of at least three orthogonally bonded layers (at least two of them timber layers); ?? which may have@ depending on the number of layers@ adjacent layers bonded parallel to the grain; ?? made of timber layers which are made of strength graded timber according to EN 14081-1; ?? made of timber layers having nominal thicknesses between 6 mm (including) and 60 mm (including) depending on the layup; ?? made of timber layers ?? which may comprise non-structural edge bonds; and ?? have a mean gap width of less than or equal to 0@6 mm and a 90th percentile of the gap width of 2 mm; ?? having nominal overall thicknesses up to 500 mm. Additional provisions of this document apply for straight cross laminated timber comprising only timber layers and comprising large finger joints (type 2): ?? made from cross laminated timber pieces having the same cross-section and layup; ?? made from cross laminated timber pieces having nominal cross-sectional thicknesses from 51 mm (including) up to 345 mm (including) and nominal minimum thicknesses of the outer layers not less than 17 mm (including). ?? made from cross laminated timber pieces solely comprising timber layers; ?? made from plane cross laminated timber pieces; ?? with parallel x-axes of the jointed components; ?? with finger joints having a finger length of at least 45 mm and fingers which are visible at the two narrow sides of the components; ?? bonded with phenolic or aminoplastic or moisture curing one-component polyurethane adhesives of adhesive type I according to the respective standard. Additional provisions of this document apply for straight cross laminated timber comprising timber and wood-based panel layers but no large finger joints (type 3): ?? made of structural wood-based panels specified in this European standard; ?? made of one panel per layer and; ?? having thicknesses between 6 mm (including) and 45 mm (including); This document applies to cross laminated timber untreated or treated against biological attack. This document does not cover: ?? cross laminated timber treated with fire retardants; ?? cross laminated timber which is produced from re-used timber or wood-based panels comprising reused timber.

PREN 16351-2018相似标准


推荐

2020全球十大碳中和建筑

为此,它将采用交叉层压木结构建筑,并用纤维绝缘并用木板覆盖。它还将利用被动设计和可再生能源技术,并包含由可再生材料制成的家具。09哥斯达黎加 无足迹住宅A-01建筑师事务所无足迹住宅是一系列零碳住宅的原型,这些住宅位于哥斯达黎加的小村庄Ojochal,其设计目的是被动控制气候。这个被称为NFH-108的原型是系列中的第一个,它的碳排放量比同尺寸的典型哥斯达黎加房子少40%。...

木材资源建造建筑物,是未来建筑减少碳排放的一个重要策略

工程木材,如交叉层压木材(CLT),强度高,使用寿命与传统建筑材料相同。它还具有耐火性和轻质性,有可能显著降低建筑的总重量。其较轻的重量使其成为地震易发地区的理想建筑,也是长期城市规划的理想选择,因为与砖和混凝土相比,木结构建筑可以相对容易地拆除和再利用。当然,与钢和混凝土不同,木材构件在建造过程中需要防水。...

无损检测古建筑的木结构健康

木结构相关规范2020年出台01《T/CECS 714-2020 古建筑木结构检测技术标准》,中国工程建设标准化协会A.3.4 应力波的检测步骤,应符合下列要求 02《JGJ/T 488-2020 木结构现场检测技术标准》,中华人民共和国住房和城乡建设部附录A 应力波、阻力仪检测木材力学性能方法附录B 阻力仪和应力波检测构件缺陷方法03《GB/T50165-2020古建筑木结构维护与加固技术标准》...

马里兰大学胡良兵Adv. Funct. Mater.:密实、自形成的炭层使阻燃木材结构材料成为可能

【成果简介】近日,美国马里兰大学胡良兵教授课题组开发了一种利用脱素辅助致密化的策略,从而实现了以环保、低成本和可扩展的方式同时提高木材的机械强度和阻燃性能。研究发现,通过脱木质素和致密化过程可以形成高密度的层压木材结构。这种致密的层压结构不仅有效地降低了材料的透气性,还能够在木材表面上形成绝缘炭层。...





Copyright ©2007-2022 ANTPEDIA, All Rights Reserved
京ICP备07018254号 京公网安备1101085018 电信与信息服务业务经营许可证:京ICP证110310号