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, 05:37 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 upturned key in concrete tank construction

upturned key in concrete tank construction?
pca publication 'rectangular concrete tanks' calls for 'upturned key' between slab and wall as well as at construction joints. can someone comment on reasoning for raised keys, could it be for better location of waterstop (higher above the plane of actual joint) or there are other reasons? is it common to see this detail in practice or contractor would want to change it to depressed key?
any comments on practicality of each would be appreciated.
thanks.

an upturned key is difficult to build. i believe it was developed so the waterstop does not interfere with the top layer of rebar in the mat.
a better option is pouring a curb monolithic with the mat and then place the waterstop in a normal downturned key at the top of the curb.
i have also seen engineers require that the top bars in the mat be shop bent (downward) to clear the waterstop in a normally detailed situation.
i have also seen a number of drawings that show the waterstop crossing the top layer of mat reinforcing. how is this possible? obviously, they aren't thinking about how to build the detail.
makes good sense since even 3" or more of rebar cover would be lost mostly to depressed key itself and wouldn't allow for waterstop placement.
but, how do you build curb monolithically with slab?
i'm thinking that it would be the way to build raised key too.
thanks for your input.
i did not mean to imply this is a separate curb. it is really the mat with a step in it at the inside face of the wall. the contractor will either have to hang a form or support the form off of metal stakes.
the upturned key can be formed similarly, but i do not like the the fact that it is so narrow and then you are trying to squeeze a waterstop in it. seems difficult at best.
as long as the curb or upturned key is poured monolithic with the mat, there should be no leakage problem. if they allow a cold joint to form, then that most likely will create a leak.
it is important to explain this detail to the contractor and your field inspector and let him know what your expectations are.
__________________
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
difference between a construction joint and an expansion joi huangyhg 产品功能分析 0 2009-09-08 06:40 PM
concrete tanks - vertical construction joints in walls huangyhg 产品功能分析 0 2009-09-08 12:55 PM
concrete sampling guidlines huangyhg 产品功能分析 0 2009-09-08 12:34 PM
concrete mix= reinfocing for exterior composit deck huangyhg 产品功能分析 0 2009-09-08 12:19 PM
chapter 4 preliminary design properties of concrete huangyhg 产品功能分析 0 2009-09-07 11:23 PM


所有的时间均为北京时间。 现在的时间是 09:24 PM.


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