CEL 774 – IIT DELHI Construction RACTICES ( Lecture 4) Concrete: Production B. Bhattacharjee CIVIL ENGINEERING DEPARTMENT IIT DELHI DEPARTMENT OF CIVIL ENGINEERING, IIT DELHI 1 General Outline ™Concrete Production. D Ready mixed Concrete D Transporting Concrete B. Bhattacharjee DEPARTMENT OF CIVIL ENGINEERING, IIT DELHI 2 Ready mixed Concrete – Ready mixed concrete production is a process, where by, mixing and transportation of concrete can be combined together and the product is delivered to the site, at times right in the mould straight away. – IS-4926, the definition of Ready mixed concrete is: “Concrete delivered at site or in to the purchaser’s vehicle in a plastic condition and requiring no further treatment before being placed in position in which it is to set and harden”. B. Bhattacharjee DEPARTMENT OF CIVIL ENGINEERING, IIT DELHI 3 Truck Mixer B. Bhattacharjee DEPARTMENT OF CIVIL ENGINEERING, IIT DELHI 4 AGITATOR TRUCK DEPARTMENT OF CIVIL ENGINEERING, IIT DELHI 5 AGITATOR TRUCK DEPARTMENT OF CIVIL ENGINEERING, IIT DELHI 6 AGITATOR TRUCK DEPARTMENT OF CIVIL ENGINEERING, IIT DELHI 7 Ready Mixed Concrete – Uniformity and loss of slump are two major issues. – Time of haul is restricted to 1+ to 2 hours, also depends upon the ambient temperature, for higher ambient temperature the time of haul is lesser. – The maximum number of revolutions of the mixing drum is limited to 300 revolutions at agitating speed and that at mixing speed is 100. B. Bhattacharjee DEPARTMENT OF CIVIL ENGINEERING, IIT DELHI 8 SLUMP LOSS in RMC B. Bhattacharjee DEPARTMENT OF CIVIL ENGINEERING, IIT DELHI 9 Strength loss in remixing B. Bhattacharjee DEPARTMENT OF CIVIL ENGINEERING, IIT DELHI 10 Transporting Concrete – Transporting: concrete produced from a mixer is required to be transported to the forms for placing . – This handling tends to produce segregation and loss of slump, if the distance is long. – Methods of transporting and placing, which permit the use of drier mixes are better. B. Bhattacharjee DEPARTMENT OF CIVIL ENGINEERING, IIT DELHI 11 Transporting Methods – methods of transporting and placing concrete which are used widely, are: • Discharge directly in to forms through short chute or for a very small lead manually in containers. • By barrows: Wheel burrows and handcarts. • Power barrows or power buggies • Dumpers and trucks (agitating or non agitating) B. Bhattacharjee DEPARTMENT OF CIVIL ENGINEERING, IIT DELHI 12 Transporting Methods •Monorail system •Elevating towers and hoists •Skips operated by cranes or overhead cable ways •Belt conveyers and Boom conveyers •Truck mixers & Agitator Trucks •Tremie •Concrete pumps and pneumatic placers •Any combinations of above. B. Bhattacharjee DEPARTMENT OF CIVIL ENGINEERING, IIT DELHI 13 Direct Discharge, Manual Transport in containers and Short Chutes – Free fall of concrete over a height of 2m is to be avoided. – short chutes with proper lower end treatment are simple to use and economical. – metallic, half round in section, stiffened at places may last to handle about 1500m3 of concrete. – Long chutes are less desirable B. Bhattacharjee DEPARTMENT OF CIVIL ENGINEERING, IIT DELHI 14 Burrows & Dumper trucks – Manual wheel burrow capacity up to 80 kg of concrete. – Power Burrows up to 800 kg and 300m haul and can haul to a 20 % gradient. – Dumpers and Trucks (Horizontal transport) are used for long hauls. Because of the jolting on the ground, ordinary trucks and dumpers tend to cause segregation of concrete during transit. B. Bhattacharjee DEPARTMENT OF CIVIL ENGINEERING, IIT DELHI 15 Dumper trucks B. Bhattacharjee DEPARTMENT OF CIVIL ENGINEERING, IIT DELHI 16 Monorail System – Monorail system needs a track and consists of a power wagon mounted on the single rail track, which can move at a speed of 80-90 m/min – Segregation of concrete may take place due to jolting of concrete in the wagon over each rail joints, hence wet mix are generally unsuitable for monorail transport. when the rail track runs over the slab form, the wagon can directly discharge on the form. B. Bhattacharjee DEPARTMENT OF CIVIL ENGINEERING, IIT DELHI 17 Elevating Tower and Hoists (Vertical transport) – Elevating towers are used for lifting concrete buckets, which can be distributed using a chute or by other means such as barrows, etc. – Hoists operate on a similar principle. A cantilever platform hoist operates along a steel lattice mast. – Concrete skip can be used directly, that can tilt and discharge the concrete on some distribution system. B. Bhattacharjee DEPARTMENT OF CIVIL ENGINEERING, IIT DELHI 18 Hoists (Vertical transport) B. Bhattacharjee DEPARTMENT OF CIVIL ENGINEERING, IIT DELHI 19 Cranes and Cableway (Two or three dimensional transport – Cranes or cableways may be used for three dimensional transport of concrete. Cable way is useful in river valley projects. Cranes of various types are also useful in high rise building construction in congested sites. – Depending upon the site, cranes may be any one of the following types such as derrik crane, tower crane, crawler mounted, or wheel mounted, or a hydraulic crane – The main consideration in selecting the crane is height and radius of operation B. Bhattacharjee DEPARTMENT OF CIVIL ENGINEERING, IIT DELHI 20 Cableway DEPARTMENT OF CIVIL ENGINEERING, IIT DELHI 21 Belt Conveyor – Belt conveyors needs small power. – Discharge can be as high as 115 cubic m/hour on a narrow strip of belt The main consideration in selecting the crane is height and radius of operation. – Conveying concrete through a limited elevation of 30 degree is possible. – For wet mixes the capacity of the belt is reduced as the inclination through which concrete can be lifted is also lowered, B. Bhattacharjee DEPARTMENT OF CIVIL ENGINEERING, IIT DELHI 22 Belt Conveyor – Concrete tends to segregate in steep inclines as the belt passes over the rollers, this problem is less acute in drier mixes. Segregation at the discharge point may be avoided using proper hopper and the chute arrangement. – In case of a breakdown of machines, large amount of concrete in the belt needs removal by other means and the belt is to be cleaned and washed. – Their initial cost of setting up is also high. B. Bhattacharjee DEPARTMENT OF CIVIL ENGINEERING, IIT DELHI 23 Concrete Buckets or Skips – 1) Roll-over and 2) Constant altitude type – The capacity of skip may vary from 0.2 m3 in small jobs to 10 m3 – The control of discharge is obtained from good design in terms of shape of the gate for proper flow. The ease of filling and resistance to wear and tear are other aspects of good design – Buckets are also used for under water concreting, B. Bhattacharjee DEPARTMENT OF CIVIL ENGINEERING, IIT DELHI 24 Buckets or Skips B. Bhattacharjee DEPARTMENT OF CIVIL ENGINEERING, IIT DELHI 25 Under water Concreting – Under water placing of concrete poses a number of problems, as concrete cannot be compacted and concrete cannot be compacted and concrete may get mixed with water. Whenever, possible under water connecting, is to be avoided. – To overcome the problems mentioned above, concrete must be self compacting and wet enough to flow under its own weight, and must be placed with least disturbances. – 1)pre packed or grouted concrete 2) Tremie or bucket 3) Pumping 4) Dumping by bags. B. Bhattacharjee DEPARTMENT OF CIVIL ENGINEERING, IIT DELHI 26 Under water Buckets B. Bhattacharjee DEPARTMENT OF CIVIL ENGINEERING, IIT DELHI 27 Tremie B. Bhattacharjee DEPARTMENT OF CIVIL ENGINEERING, IIT DELHI 28 SUMMARY – Transport of Concrete – Ready Mixed Concrete B. Bhattacharjee DEPARTMENT OF CIVIL ENGINEERING, IIT DELHI 29 THANK YOU FOR HEARING DEPARTMENT OF CIVIL ENGINEERING, IIT DELHI 30