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


回复
 
主题工具 搜索本主题 显示模式
旧 2009-09-15, 10:34 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 shrinkage, wwm synthetic fibres

shrinkage, wwm & synthetic fibres
i have a 4" slab-on-grade with in-floor heating tubes for an elementary school. 6x6-10/10 wwm is placed at the bottom of the slab so that the tubes can be held in-place.
if the wwm is lifted 1/2" from the bottom will it be somewhat effective in controlling temperature/drying shrinkage? the wwm has to be located in the upper 1/3rd of the slab to be effective correct?
basically i have to add a second layer of mesh or use synthetic fibres/ the second layer will be hard to accomodate so i don't want to go with that.
i know that many new schools in our area have been constructed with only polypropylene fibres (fibremesh) in the slab-on-grade (no wwm except at bottom). this does nothing to control temperature shrinkage. i don't think this is good practise. should i use a better fibre product to control long term temperature change effects?
what do you suggest.
thanks,
p
we had a rather lengthy discussion on this very topic some time ago and came to the conclusion that the synthetic fibers are not a replacement for wwf. i would provide a second layer of wwf at the top.
my opinion is that wwf located near the bottom of a slab on grade is more effective in controlling shrinkage cracking than if located higher in the slab. the force which causes shrinkage cracking is subgrade drag, and if the steel is closer to the force, the stress in the steel, and thence the width of the cracks, will be less.
i know this is not the conventional view, but it is not mine alone. the best and most compelling argument i have seen for this theory is a paper by cesar kiamco in the july 1997 concrete international magazine, entitled "a structural look at slabs on grade".
i don't think you can get 2 layers of mesh and heating tubes in a 4" slab. if you decide you must have the top layer, may have to increase thickness to say 5".
i was going to provide a link to the long discussion on the use of fibers as reinforcing, but i can't find it. is it gone? as i re
please go check out these three related threads:
jae thank-you for the links. i found some good info.
my sawcut spacing will be 10 feet o.c. governed by the geometry of the classrooms.
i plan to use fibremesh 300 and specify that the wwm be placed 1/2" from the bottom.
next job i will try a 4 1/2" slab with 2 layers of mesh.
how big are the heating tubes, and what is the floor finish?
you may want to consider where control joints are in the finish, unless it's carpet.
jw
__________________
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)
回复


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
shrinkage in concrete huangyhg 产品功能分析 0 2009-09-15 10:32 PM
shrinkage cracks in a shotcrete retaining wall - steel requi huangyhg 产品功能分析 0 2009-09-15 10:31 PM
shrinkage compensating concrete slab huangyhg 产品功能分析 0 2009-09-15 10:30 PM
shrinkage analysis huangyhg 产品功能分析 0 2009-09-15 10:30 PM
analysis model of creep and shrinkage of a reinforced concre huangyhg 产品功能分析 0 2009-09-07 11:34 AM


所有的时间均为北京时间。 现在的时间是 04:46 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