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    EARTH BASED TECHNOLOGIES

    COMPOSITE COLUMNS

    This technique is extensively used in Auroville since 1995. Two types of round hollow CSEB have been designed: the round block 240 and the round block 290. These blocks are reinforced with reinforced withcement concrete. Both types of blocks are laid with a cement sand mortar CSM 1: 3 of 1 cm thickness. Note that stabilised earth mortar cannot be used for this composite technique for the reason that the stabilisedearth mortar will shrink and will not adhere on the steel rods. The steel rods do not exceed 1.5 m high, as it is difficult to slide down the blocks if the steel bars are the entire height of the column. Therefore someextension rods are regularly placed with an overlap of 50 time the bar diameter.

    Block 240 (240 mm diameter) Block 290 (290 mm diameter)

    Block 240

    Vertical reinforcements should be 12 mm for the blocks 240. Stirrups must be 6 mm and placed every 20 cm c/c. The holes where the reinforcement are inserted are cast with concrete 1

    cement: 2 sand: 4 (1/2 gravel) The columns 240 must be linked on 2 sides of the building (through a beam or

    ring beam). It cannot be left free standing (without any link through a beam to

    the building). Note that this block should not be used for seismic zones.

    Block 290

    Vertical reinforcements should be 10 mm for the blocks 290, as the holesare not large enough to accept a bigger diameter.

    Stirrups must be 6 mm and placed every 20 cm c/c. Note that for seismiczones, stirrups should be 8 TS and placed at 10 cm c/c

    The holes, where are inserted the reinforcement, are cast with concrete 1cement: 2 sand: 4 (chips gravel)

    The columns 290 can be linked only on 1 sides of the building (through abeam or ring beam). It cannot be left free standing (without any link through abeam to the building).

    Note that this block can be used for seismic zones.

    Buildin g a composite column 290

    Trench foundation for a composite column 290 Steel reinforcement for a composite column 290 Casting concrete in holes and fixing a stirrup

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    Casting the plinth beam Checking the level of the first block Casting concrete in the holes

    Fixing a stirrup Checking the spacing of bars Steel reinforcement at the head

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    Casting the head with the beams Completed head

    Composite colu mns 290 and 240

    Section of a composite column 290 Composite columns 290 and 240

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    Buildin g a composite column 240

    Steel mat with 12 TS Sliding down a round block 240 Adjusting the level of the first block

    Laying mortar 1 cement: 3 sand Inserting a stirrup 6 MS, 9 cm diameter Casting concrete 1 cement: 2 sand: 4 gravel

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    Building a composite staircase 290

    Placing a precast concrete step for a staircase Adjusting a block for a staircase Casting a stirrup with 1 cement: 3 sand

    Inserting a block for a staircase Laying the landing slab Completed staircase completed in 3 days

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    Composite staircase 290 completed after 3 days