Reinforcement of concrete in contact with internal vibrators, Civil Engineering

Assignment Help:

Reinforcement of concrete in contact with internal vibrators 

At the time of concreting, if internal vibrators are placed accidentally in contact with some of the reinforcement bars, some undesirable effects can result. The most obvious one is that reinforcement bars can become displaced or damaged if loosely tied.  

Air bubbles are likely to move towards the source of vibration. For poker vibrators touching the reinforcement bars, air pockets can be trapped in the vicinity of the reinforcement since vibration produced by internal vibrators attracts these air bubbles. Therefore the bond between the surrounding and reinforcement concrete would be impaired.

To attain good surface finish close to densely-packed reinforcement cage, workers can insert poker vibrators in the gap between reinforcement cage and formwork since reinforcement cage tend to damp down the vibration effect when vibrators are located at a distance from the formwork. Though concentrated vibration within the cover region causes migration of finer cement mortar to this area and leads to changes in concrete colour. If concrete cover is small, chance of getting the poker vibrators jammed in the gap is high and formwork is tends to be damaged by vibrators.


Related Discussions:- Reinforcement of concrete in contact with internal vibrators

Topographical survey and preparation of drawings, Topographical Survey and ...

Topographical Survey and Preparation of Drawings: Topographical Survey for a road project consists of three sequential stages: (a) Reconnaissance Survey, including a study

Structures, Derivation of Moment-Area Method

Derivation of Moment-Area Method

Surveying, What is the least count of prismatic and surveyor compass

What is the least count of prismatic and surveyor compass

Expansion jiont, some expansion joint(10 mm- 20 mm) on my basement roof.rai...

some expansion joint(10 mm- 20 mm) on my basement roof.rain water leakage in basement i want the solution of expiation joint and water leakes.

Aggragates, what are the classification og aggregates?

what are the classification og aggregates?

Explain subcritical flow and supercritical flow, Explain Subcritical flow a...

Explain Subcritical flow and Supercritical flow Subcritical flow: The depth of flow is greater than critical depth and the velocity of the fluid is slow. Also termed "tranquil"

One-way pre stressing vs two-way pre stressing, Q. One-way pre stressing vs...

Q. One-way pre stressing vs two-way pre stressing? At the time of pre-stressing operation at one end, frictional losses will take place and the prestressing force decreases alo

How can designer cater for stability of minor slips, Question Soil nail...

Question Soil nails are mostly designed for stabilization of key slips . How can designer cater for stability of minor slips? Answer There are many methods to treat mi

Concrete structure be entirely free of expansion joints, Question Would a c...

Question Would a concrete structure be entirely free of expansion joints and contraction ? Answer Consider that concrete structure is not subject to problem of disparity settlem

Write Your Message!

Captcha
Free Assignment Quote

Assured A++ Grade

Get guaranteed satisfaction & time on delivery in every assignment order you paid with us! We ensure premium quality solution document along with free turntin report!

All rights reserved! Copyrights ©2019-2020 ExpertsMind IT Educational Pvt Ltd