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, 07:10 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 rock pocket in cast-in place wall

rock pocket in cast-in place wall
i have a project where the walls have rock pockets which protrude all the way through the wall. has anyone had to deal with this type of fix before? what considerations would need to be accounted for?
are you saying that these pockets penetrate thru the entire depth of the wall?
if this is the case and its a concrete wall then-
1. probably the concrete was too stiff during the placement and the contractor did not vibrate properly.
2. most of the time this kind of defect is associated with more surrounding defects which are not visible.
before you plan to do anything you have to detemine the full extent of the defects. the easiest way to find out the extent is to hammer sound the surrounding areas. all bad materials need to be removed. once all the defects are exposed you may plan to decide on a course of action.
most of the time, the repair method will depend on the size of the defect. if this area is quite big, then you may opt for form and pour technique, which is simply to form the area and pour with regular mix.
if the damage is smaller, then you may select some on the market available repair materials. basf has few materials available for use. while selecting, you have to be careful about their range of applicability and service time performances, etc.
if i came across that circumstance with pockets going through the entire thickness of the wall i would be worried about what i could not see more than the pockets. my question would be what other voids are there - obviously no vibration or rodding was used, at least not enough. another issue might have been the steel placement and/or the size of the aggregate, in addition to those mentioned in the post above.
i would take a small sledge hammer to the wall and test for other voids. it will not take much force to see or hear them. if you see a lot of these, seriously consider having the contractor re-do the wall.
with voids through the wall, water penetration and calcium leaching can become an issue.
don't be mr. nice guy here. stick to your guns for the client and your reputation.
mike mccann
mccann engineering
__________________
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
retaining wall retaining water huangyhg 产品功能分析 0 2009-09-15 06:41 PM
retaining wall failure huangyhg 产品功能分析 0 2009-09-15 06:38 PM
in enercalc masonry wall design, what is parapet heigh huangyhg 产品功能分析 0 2009-09-09 07:17 PM
foundation wall 40 feet below grade huangyhg 产品功能分析 0 2009-09-09 01:38 PM
【转帖】error c2664 yang686526 DirectDWG 0 2009-05-05 09:34 AM


所有的时间均为北京时间。 现在的时间是 04:38 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