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 2009-09-08, 02:02 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 coring through masonry lintel beam

coring through masonry lintel beam
hi guys,
i have not been exposed to much masonry design in the past and have had this situation on-site where services need to pass through a non-loadbearing masonry wall. the cores need to be 2 x 100 dia (4") and 3 x 50 dia (2") and pass through the lintel beam that spans the doorway.
has anyone been exposed to coring through lintel/bond beams and is it acceptable or should i be looking at moving the locations of the cores or possible installing a steel channel to help strengthen the doorway lintel.
any help will be appreciated. attached is a sketch.
move the cores over about 8" and you'll be fine.
the sketch has the cores messing with the end bearing of the lintel. if it is not load bearing, it might work as drawn but i'd prefer the 8" shuffle to the right.

glad you eventually clarified 8" to the right jae .
mike mccann
mmc engineering
jae/mike
thanks, like i said i haven't dealt too much with masonry design or spent much time on-site understanding construction practices. i assumed that the cores that run vertical adjacent to the doorway would be core-filled so i will get the guys to move all the coreholes to the right of this.
i thought you guys where in the us. it must be getting late over there.
not quite 8 pm here.
mike mccann
mmc engineering
the grout and reinforcement for a smaller opening is usually used for continuity (not structural) and as a standard detail if the drawing is to scale since there is no real load carried by the lintel. it could possible be a bond beam (not a lintel) and the steel would be in the bottom of the cores.
moving to the right would be good because common construction practice is to frame an opening with one core of grouted masonry that is usually reinforced with minimal steel. that is normal around the world.
the wall may have been built around the door frame (if there is one) depending on the type of door and location.
dick
concretemasonry,
pardon my ignorance on the topic, but i have been using the terms "bond beam" and "lintel" interchangeably. what is the difference between the two?
asixth,
i know your australian so time for a bit more reading:
cheers mate
__________________
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
cantilever steel beam at column huangyhg 产品功能分析 0 2009-09-07 10:40 PM
bond beam location huangyhg 产品功能分析 0 2009-09-07 04:19 PM
beam to masonry wall huangyhg 产品功能分析 0 2009-09-07 03:08 PM
beam strengthening huangyhg 产品功能分析 0 2009-09-07 03:04 PM
12 x 6.5x 38 thick x 41 residential basement i-beam con huangyhg 产品功能分析 0 2009-09-06 10:30 PM


所有的时间均为北京时间。 现在的时间是 06:16 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