RC Columns Jacketing Using Pumping Method
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- เผยแพร่เมื่อ 21 ส.ค. 2024
- we'll assume that there is a multi-storey building (four floors) , And that the owner of this building has a desire to expand this building and the addition of three other floors. Accordingly, we used here grout jacketing method to strengthening the columns.
Excellent demonstration - I however suggest that step 1 is to prop all the slabs and beams supported by the column under consideration.
I agree with u , but this is light chipping for roughing only
wow what a demonstration sir
very good demonstration, thank you very much,
Excellent Job.
Hi,
I'm Kovid Prabhakar studying in BE Civil from Thakur College of Engineering and Technology, Mumbai.
We are doing a final year major project on the topic Column Jacketing(yahape details daal aur uske baareme)
We are into the research process and we have quiet a few doubts regarding the same. I was hoping you could answer to few of my queries, it would help me alot for my project.
It would be very helpful if you have ten mins for us to meet and talk or else we can email u the questions too.
Also we are going to publish this interview in our technical magazine of 2019
Thanks and Regards,
Kovid Prabhakar
amazing demonstration sir.
well done.
thank you sir
Thanks
ماشاء الله
Please add voice ,so it will be more interesting as students like us
Thank you
Is the load transferred to foundation??? Its just connected to tie beam at lower parts. similarly it shall be projected to some distance to first floor beam or not? please suggest us. thanking u
great video
Bhens ki tang tank hai ya column
nice
wonderful
excellent, i have similar question as like prolific trade, how about load transfered to foundation? due to jacketing, is there change in the foundation as well or not?
Tq
congratulation its good job
يعني نركب حديد من الاتجاهين فقط ول كمان نحط اسياخ في عرض العامود
superb elaboration and explaining, but do you mind me asking, what software you used for the above demonstration?
regards
AMAZING2222
understandable
Are you assuming the foundation is suited for the tremendous additional load?
What abouy foundation dont you need to strengh that too
Should it be done from footing or from plinth beam to column ?
Can this method be used to repair concrete columns that were structurally damaged (column failure) as a result of a massive boiler explosion? Please help.
CAN SAME METHOD BE USED FOR BEAMS
how can we do analysis and calculate how much reinforcement is required for jacketing
what about for the top tie beams?
Yeh tank ta ya column neche se bahrai
give Suggestions retrofitting Step of work
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