几何尺寸与公差论坛------致力于产品几何量公差标准GD&T (GDT:ASME)|New GPS(ISO)研究/CAD设计/CAM加工/CMM测量  


返回   几何尺寸与公差论坛------致力于产品几何量公差标准GD&T (GDT:ASME)|New GPS(ISO)研究/CAD设计/CAM加工/CMM测量 » 三维空间:产品设计或CAX软件使用 » CAD设计 » 产品功能分析
用户名
密码
注册 帮助 会员 日历 银行 搜索 今日新帖 标记论坛为已读


 
 
主题工具 搜索本主题 显示模式
旧 2009-09-16, 02:42 PM   #1
huangyhg
超级版主
 
huangyhg的头像
 
注册日期: 04-03
帖子: 18592
精华: 36
现金: 249466 标准币
资产: 1080358888 标准币
huangyhg 向着好的方向发展
默认 imber frame dwelling in ireland

timber frame dwelling in ireland
hello,
i am an engineer curently working in ireland. i am looking for advice on timber frame constructed dwelling and what to look out for at the various stages of construction. is there any so called common problems. i have also heard that the life span of timber frame constructed house is 60 years!! what happens after the 60 years?!! should there be or is there a process after a this number of years that the life span can be extended.
your comments and help will be much appriciated.
regards
where did you hear that the lifespan of timber frame constructed houses is 60 years? i grew up in and my parents live in a timber framed house built in 1888. i have seen churches and barns timber framed in pennsylvania from the eighteenth century (still in daily use). termites and dry rot can affect wood at any age but with those factors controlled i do not know of age effects that limit the usefulness.
the 60 year life span is a requirement set out in the british standards 7543:1992. i am concerned about dwellings that are built in compliance with this current requirement. i want to know what possible problems or what actions are to be taken after the 60 year life expectancy of the timber frame. you must also know that the outer leave is of a standard block construction. the timber frame is the inner leave, with an air cavity seperating the two. you must also re
the timber framers guild is one of the premier organizations for information about timber framing in the united states.
common problems for timber frames come from bad joinery such as tenons that have broken due to the stress of drying. another problems is the connection of the posts to the foundations, always a difficult connection of wood to concrete but a gasket and hurricane strap work well.
another problem is tradesman cutting thru the timbers for their work which is a no-no.
i would also doubt that 60 years even in moist conditions. the outside of the timber can get wet as long as it has air circulation. an 8"x8" timber is a big piece of wood.
i designed timber frame homes for 5 years and hardly a single problem structually as everything is over designed.
it sounds as though you might be reading something into the standard that is not there. i believe the 60 years would refer to a "minimum" not a "maximum", though i'm not familiar with british standards.
here in the us, 60 years is not a long time at all for wood or timber structures as others have noted. for true timber framing, the old methods work quite well.
there are of course cruck barns and similar buildings in the uk and ireland which are hundreds of years old...
i think ron is correct the 60 years is in effect the design life of the building. nothing catastrophic happens after 60 years - in reality the opposite is likely to be true - 60 years should demonstrate that the building is sound and normal maintenance is then likely to yield an indefinite life.
as to potential problems with timber frames try the following organisations:
bre (building research establishment) - they produced some good 'defect action sheets' and reports of timber frame defects.
trada (timber research and development association?) - used to produce good simple guides.
cofi (council of forest industries)
nordic timber council
these are all uk based organisations but ireland is not really different (and not significantly wetter).
timber frame is a well documented subject in the uk as the house-builders of the 1970's merrily created large numbers of properties whithout regard to correct design or detail and this has subsequently needed research to verify their durability and safety.
as a side note, bs 7543:1992 has been replaced by bs 7543:2003.
__________________
借用达朗贝尔的名言:前进吧,你会得到信心!
[url="http://www.dimcax.com"]几何尺寸与公差标准[/url]
huangyhg离线中   回复时引用此帖
GDT自动化论坛(仅游客可见)
 


主题工具 搜索本主题
搜索本主题:

高级搜索
显示模式

发帖规则
不可以发表新主题
不可以回复主题
不可以上传附件
不可以编辑您的帖子

vB 代码开启
[IMG]代码开启
HTML代码关闭

相似的主题
主题 主题发起者 论坛 回复 最后发表
imber frame connection design huangyhg 产品功能分析 0 2009-09-16 02:41 PM
portal frame in pre-engineered building huangyhg 产品功能分析 0 2009-09-15 01:33 PM
multi storey frame huangyhg 产品功能分析 0 2009-09-10 03:26 PM
equipment frame analysis huangyhg 产品功能分析 0 2009-09-08 10:42 PM
【转帖】composite two-single feature frame position tolerance yang686526 American standards 0 2009-04-29 07:00 PM


所有的时间均为北京时间。 现在的时间是 12:07 AM.


于2004年创办,几何尺寸与公差论坛"致力于产品几何量公差标准GD&T | GPS研究/CAD设计/CAM加工/CMM测量"。免责声明:论坛严禁发布色情反动言论及有关违反国家法律法规内容!情节严重者提供其IP,并配合相关部门进行严厉查处,若內容有涉及侵权,请立即联系我们QQ:44671734。注:此论坛须管理员验证方可发帖。
沪ICP备06057009号-2
更多