Determination of Calibration Factor of Rebound Hammer as per IS 516 (Part 5/Sec 4) : 2020
Вставка
- Опубліковано 8 лип 2021
- In this video , we will discuss in detail for establishing a correlation between rebound hammer and concrete strength by concrete cube. The most satisfactory way of establishing a correlation between compressive strength of concrete and its rebound number is to measure both the properties simultaneously on concrete cubes.
The general correlation can be derived from concrete cubes used in smaller projects in a region with similar materials including cement type and the same shall be repeated every year. For bigger projects at least three cubes each for three different concrete grades shall be cast and tested for establishing the correlation. Cube specimens should be wet cured for 27 days and they should be removed from wet storage and kept in the laboratory atmosphere for about 24 h before testing. - Наука та технологія
Sir your are a inspiration for many civil engineers..with watching your videos we eager more to know more knowledge about standards.
Thank u very much
Have been a fan ur informative videos from last 2 years sir. The way u explain and very small small details also u cover is absolutely brilliant, u r not less than a boon for qc engg sir.
Thank you very much
@@HIGHWAYGUIDE sir I had some doubts with this test how can I contact you
@@ahteshammulla rajesh@highwayguide.co.in
Bht bht shukriya sir ❤❤❤❤❤
Thank you for the video sir, its really helpfull.
Pls clarify my doubt.
Derived correction factor is applicable to 3 different test orientation? Generally rebound Hammer graph showing 3 slope lines respect to direction of test (Horizontal, Vertical downward, Vertical upward).
Great sir, thank you so much sir for sharing your knowledge with us
THANK YOU 🌷
Great sir
Thanks for video 🤝
Thank you
Very knowledgeable, thanks sir
So nice of you
Thank you Sir
Sir, Good knowledge for civil engineering
Keep watching
Pls tell me sir where is that table which show 30-40 strength is good, where it is mention in code
Nice video sir
Sir please increase frequency of video you give good knowledge for civil engineer thanks
OK will try
It's very useful Sir
Keep watching
Sir please provide me format of rebound hamare
sir is code ke according kitne test kar sakte hai site pe
Kaise karte hai
Nice video sir
Thanks
Sir rebound hammer may dispersion value di hoti h uska kya use hota h
It is minimum and maximum permissable value
Can you mention the rebound hammer make and specifications
ASEW
Apne ya kha sa liya ya hamre pise ha
Sir do we have to remove plaster from (column or RCC) to perform this test on that structure?
Yes. Due to void possibility between actual surface and plastering
Sir Ek video DBM and BC ke mix design with found all properties.
We will try
Can anyone please tell that For how many days the calibration of rebound hammer is valid?
6 Month
Sir correction factor limit bhi hoti h kya 1.10 ya isse above
@@civilpanecea2590 No
Ndt testing ke saare videos please
OK , Sure
Sir please frequency bataiye ki kitne area me krna chahiye
There is no specified frequency.
Corelation between rebound number and cube Strength only for manufactures sir ji third party ke liye nhi h
Please read the code
sir ap question ka reply nai krte to hame pta kaise chle ga plz reply kiya kijeye thanks
What you know , please mentioned .
Factor ka use kaha karte hai sir
To find out the compressive strength 👍
Relation ship of rebound indices and actual ctm strength
Sir sand me coloright
Unable to understand ?
UPV test sir
Sorry , I have no instrument
Zero to 100 होती हैं sir
What is 0 to 100?