Honeycombing in concrete

Honeycombing in concrete | Causes, Effects & Prevention of Honeycombing | 3 Types of Honeycomb

 

Honeycombing in concrete is a defect due to which cavities and hollow pockets are formed and coarse aggregates become prominently visible in the concrete structure.

It is caused due to the incomplete filling of the concrete against the formwork.

Honeycombing is also caused due to the use of concrete that is too stiff or by not vibrating concrete sufficiently after it has been poured.

The honeycombed surface looks very rough with voids and gaps between concrete and reinforcement.

Honeycombing in Concrete Structures 

Fig: Honeycombing in Concrete Structures

Honeycomb is a major problem that not solely reduces the strength of concrete but also additionally makes the reinforcement vulnerable.

Honeycombs are usually visible to naked eyes and are detected after the removal of shuttering or formwork.

Those honeycombs that are not visible to naked eyes and which are inside the mass of concrete are detected with the help of advanced techniques like ultrasonic testing.

Read Also: Spalling of Concrete

 

  1.1. Causes of Honeycombing in Concrete  

a. Insufficient fine material in the mix, perhaps due to incorrect aggregate grading or poor mixing.

b. Improper workability of concrete i.e. using stiff concrete which is hard to place.

c. The improper compaction of concrete.

d. Placement of concrete from the height: When we pour concrete from a certain height, the aggregate and mortar get separated causing honeycombing.

Read Also: Types of Cracks in Concrete

e. Typical spots: While placing concrete in places like beam to beam or beam to column joints,  proper care should be taken. As a result of the lapping of one or more layers of reinforcements makes the concrete hard to penetrate through them.

f. Presence of big coarse aggregates in a high amount: Using the bigger size of aggregates in concrete makes the smaller particles difficult to penetrate through them. This results in honeycombing.

g. Movement of formwork before drying of concrete.

h. Concrete already set before placing.

i. Formwork used is not waterproof or watertight.

j. Improper water-cement ratio.

k. Less reinforcement spacing.

( Field Tip: If there is this type of defect on concrete, don’t attempt to hide this with cement paste. Applying cement plaster will not rectify the matter.)

 

Read Also: Curing of Concrete

 

  1.2. Effects of Honeycombing in Concrete  

a. Reduction in the strength & bearing capacity of the structure.

b. Decrease in the durability ( or lifespan) of the structure.

c. Rusting and corrosion of rebars.

d. Bad aesthetics.

e. Allows water and air into the concrete.

 

  1.3. Prevention of Honeycombing in Concrete  

a. Well graded aggregates should be used.

b. Use waterproof and watertight formworks.

c. Proper compaction should be done to prevent over compaction or low compaction.

d. Use concrete having good workability and also prepared according to the proper mix design.

Read Also: Admixtures in Concrete

e. Cohesive concrete mixture should be used. (Tip: If you are able to prepare a “ball” out of the fresh concrete then you have a cohesive concrete mix.)

f. Concrete fall should be kept minimum. (Tip: Height of concrete fall should not exceed 1m as far as possible.)

g. Maintaining proper water-cement ratio.

h. Prevent the movement of formwork before drying of concrete.

i. Proper spacing between reinforcements should be provided for proper filling of the concrete against the formwork.

 

  Important Questions  

 

1. Types of Honeycombs

 Ans: There are 3 types of honeycombs:

a. Small Honeycombs – Depth upto 25mm

b. Medium Honeycombs – Depth more than 25 mm but reinforcement is not exposed.

c. Large Honeycombs – Depth more than 25 mm and reinforcement is exposed.

 

2. Why over-compaction is not prefered?

 Ans: Because it results in segregation due to which denser material like aggregate settles to the bottom while lighter material like cement paste move towards top.

 

Read Also: Curing of Concrete

 

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