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Construction of Folded Plate Roof in Ferrocement, for Swami Samarth mandir at Hedvi, Maharashtra |
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| Methodology
for construction of the structure
: |
| Precision alignment of Main reinforcement of 8 mm radial and 4 mm lateral barson vertical trusses in ferrocement (at riser) followed by fixing several layers of Steel meshes of different types. |
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| Special
Precautions : |
| Galvanized
meshes, and high performance in
situ mortar with microsilica,
superplasticizers, fibers and
polymers |
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| Reason
for precautions: |
| Heavy Rainfall and Expected long life of Monumental structure.
|
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| Other
to specify : |
| The
lower structure is done in RCC
beams construction. |
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