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 2009-09-08, 12:17 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 concrete mix design and placement responsibility

concrete mix design and placement responsibility
who is ultimately responsibile for the durability and strength of concrete? just the material itself, not the design of reinforced beams slabs etc. typically, a concrete supplier puts together a mix design and submits it to the engineer per aci procedures for approval. i have a contractor sending me rfi's asking if adding retarder to the mix and placing a vapor barrier below is acceptable to extend workability for a set of stairs on grade.
i feel it's the concrete suppliers responsibility to advise the contractor on something like this. all im concerned about is achieving the final strength and durability.
how do you typically respond?
the construction of the stairs is the engineer's responsibility. location of vapor barrier would be included in the construction of the stairs. allowing admixtures to an alreay approved concrete mix design should be evaluated by the engineer.
since we're not materials engineers, how does one rationalize this? evaluating it means we're taking responsibility for it, no? why take more responsibility just to benefit the contractor?
just trying to figure out who's really responsible for what in the event there's major cracking. i dont want anyone to turn around and say it's the engineer's fault because he approved it.
ask that the contractor provide whatever documentation you require; this may include an engineering report from a third party... at the end of the day, you have to be prepared to accept this report...
dik
while the concrete supplier may give the engineer the mix design for "no objections" - the engineer is not buying the concrete - the contractor who is constructing the work is doing so. in fact, i believe that the contractor should be supplying the mix design to the engineer - not the supplier as there is no contractual link between the two (on the vast majority of projects). the contractual arrangement is between the concrete supplier and the general contractor and the discussions between them is between them.
the contractor is requesting information from you as a variance to the project - the specs may not call for a retarder. if you wish, ask the contractor to provide details as to the revision of the mix design, confirmation that the revised mix design will meet the project specifications and you may give a "no objection" or not. if the retarder is a variance to the design, you don't have to accept it. similarly, the vapor barrier is your call as the design engineer. if you are not the design engineer, then the design engineer needs to be queried.
__________________
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
concrete foundation huangyhg 产品功能分析 0 2009-09-08 12:11 PM
concrete corrosion in partial saturated condition huangyhg 产品功能分析 0 2009-09-08 11:54 AM
calculations personal tool or public record huangyhg 产品功能分析 0 2009-09-07 10:10 PM
anchor for concrete footing huangyhg 产品功能分析 0 2009-09-07 11:56 AM
3000 psi concrete requiremen huangyhg 产品功能分析 0 2009-09-07 08:39 AM


所有的时间均为北京时间。 现在的时间是 05:27 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