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the malluengineer
Civil Engineer
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It is made with a mix of Portland cement, water, and aggregates such as sand, gravel, or crushed stone. Considering technological aspects, the RMC is advanced when compared to site mixed concrete. RMC has a lot of benefits such as quality, speed, life-cycle cost, and environmental friendliness.
Ready mixed concrete is a customized product that is manufactured to meet customer needs and specifications. This type of concrete is created in specialized batching plants and is mixed professionally to ensure customers receive the optimal blend that'll help bring their project smoothly to completion.
Disadvantages of Ready Mixed Concrete:
Transit time might from the time of preparation of concrete on the distribution site, might affect the performance.
There is a need to add extra water or penetration to maintain functionality according to the specification.
On-site, quality assurance (QA) / quality control (Q #concrete
Vaibhav Sudhan
Civil Engineer
ongoing sites.
1. site @ paravattani. -plastering stage
2. site @ muthuvara- column and shuttering work for main slab
3. site @ chevvoor- tile work #HouseDesigns #new_home #new_home #house #geohabbuilders #ConstructionCompaniesInKerala #Thrissur
โน2,250 per sqftLabour Only
Dome Structures and Builders
Civil Engineer
Column concrete at our kanjikode site.
#concreteday #coloumn_footing #newsite #newhomesdesign #civilconstruction #StructureEngineer #Architect #palakkaddiaries
the malluengineer
Civil Engineer
Check description โฌ๏ธ๐ comment your thoughts
In these situations go for safety rather than the cost.
Covers are given to provide protection against corrosion and fire to the rebars. If less cover is provided, protection against the above will be inadequate. And if more than required is provided then the concrete on the tension side of any structural member, will crack under tension.
Cover is provided to increase the structural integrity and coherence of the concrete in cover region. Concrete covering is provided in every element of the building (Slabs, Beams, Columns Footings) wherever the reinforcement is used.
For a longitudinal reinforcing bar in a column, a concrete coverย not less than 40 mm not less than the diameter of such a barย should be provided. In the case of columns of the minimum dimension of 20 cm or under, whose reinforcing bars do not exceed 12 mm, the concrete cover of 25 mm is to be used for reinforcement.
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