The document presents information on ready mix concrete (RMC). It discusses how RMC was developed in the early 1900s as a ready-to-use concrete mixture that could be transported to construction sites. The document outlines the materials, process, specifications, growth, applications, benefits and limitations of RMC. RMC provides consistent, high-quality concrete and reduces errors compared to on-site mixing due to highly mechanized production in a controlled plant environment.
2. INTRODUCTION:-
Ready-to-use material.
Predetermined mixture of cement, sand, aggregates, water &
suitable admixtures.
Introduced by Architect Jürgen Heinrich Magens.
He got his patent of RMC in Germany in 1903.
In 1907, he discovered that the available time for transportation
could be prolonged by vibrating it during transportation.
3. First concrete mixed off site and delivered to a construction site was
effectively done in Baltimore, United States in 1913, just before the
First World War.
The first concept of transit mixer was also born in 1926 in the United
States.
In 1939, the first RMC plant was installed in United Kingdom.
Between the years 1950 and 1980 considerable growth of RMC took
place in the United States.
In India RMC was first initially used in 1950 on the construction sites
of Dams like Bhakra Nangal & Koyna.
4. The increasing availability of special transport vehicles, played a
positive role in the development of RMC industry.
9. NEEDS TO BE SPECIFIED BY CUSTOMER
FOR RMC:-
Characteristic strength or grade (N/mm2)
Target workability or slump in mm required at site
Exposure conditions for durability requirements
Maximum water to cement ratio
Minimum cement content
Maximum aggregate size
Type of cement
Mineral admixture and its proportion (Kg/m3)
10. GROWTH OF RMC CONSUMPTION
COMPARED TO CEMENT PRODUCTION
12. MERITS OF RMC:-
Better quality concrete is produced.
Elimination of storage space for basic materials at site.
Elimination of Hiring plant and machinery.
Wastage of basic materials is avoided.
Labour associated with production of concrete is eliminated.
Time required is greatly reduced.
Noise and dust pollution at site is reduced.
No wastage at site.
Environment friendly.
13. DEMERITS OF RMC:-
Need huge initial investment.
Not affordable for small projects (small quantity of concrete)
Needs effective transportation system from R.M.C to site.
Traffic jam or failure of vehicle creates problem if proper dose of
admixture is not given.
Labours should be ready on site to cast the concrete in position to
vibrate it and compact it.
Concrete's limited time span between mixing and going-off means
that ready-mix should be placed within 90 minutes of batching at the
plant.
14. SCOPE OF RMC:-
Major concerting projects like dams, roads, bridges, tunnels, canals
etc.
For concreting in congested areas where storage of materials is not
possible.
Sites where intensity of traffic makes problems.
When supervisor and labour staff is less.
To reduce the time required for construction etc.
Huge industrial and residential projects.
15. SUMMARY:-
RMC is a modern technique of production of concrete in massive
quantities away from the actual site of placing.
The concrete quality produced in RMC plant is highly consistent with
low deviation order.
It provides a high degree of overall strength of hardened concrete
and the performance of the structure at a later date.
RMC operations are highly mechanized and fully controlled through
electronic controls and hence reduce the probability of errors in
various operations.
16. REFERENCE:-
R. S. Aggrawal , “Concrete Technology” Published by S. Chand
IS 4926:2003, “The Indian Standard Specification”
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