RENOVATION OF OLD LIME STONE PORTICO SLAB AT ST THOMAS MOUNT WITH FILLER BLOCK SLAB SYSTEM

Page 1

International Research Journal of Engineering and Technology (IRJET)

e-ISSN: 2395-0056

Volume: 09 Issue: 06 | June 2022

p-ISSN: 2395-0072

www.irjet.net

RENOVATION OF OLD LIME STONE PORTICO SLAB AT ST THOMAS MOUNT WITH FILLER BLOCK SLAB SYSTEM A.R.SANTHAKUMAR1, Dr.T.P.MEIKANDAN2, B.SIVAKUMAR3 1Professor 2

Dr.A.R.Santhkumar Emeritus professor IIT Chennai Dr.T.P.Maikandan Associate Professor Civil Department Bharath Institute of Higher Education Selaiyur Chennai 3B.Sivakumar Research Scholar Barath University Selaiur Chennai -------------------------------------------------------------------***--------------------------------------------------------------------Abstract - This abstract summaries the renovation of 1.2 Technical support and Approch old portico slab built before 300 years with lime stone The cantonment board approach Dr.A.r.Santhakumar mortar by British government .The structure Saved with out demolishing the lime stone pillars And new weight Dean civil eng .Annauniversity (rtd)and his technical team to less slab replaced with filler block slab Technology investigate and Rehabilitate the portico slab.

Key Words - FILLER BLOCK SLAB ,IS 456 , DESIGN OF SLAB

1. INTRODUCTION Concrete being the highest consumed material on earth is produced and used at a large scale in the construction industry. Many innovative techniques and economical methods are being proposed and filler slab technology is one such innovative and cost-effective technology where a dead load of the slab is reduced by replacing the concrete. Concrete is good in withstanding compressive forces and steel is good in withstanding tensile forces. The main aim behind the use of filler-slab technology is to condense a substantial portion of concrete below the neutral axis since all concrete in the tension zone does not add to the tensile properties. This concrete is replaced with lightweight, inert and inexpensive filler without neglecting the quality and structural strength of the structure 1.1 APPLICATION

Figure 1

At st Thomas mount a 300 years old building built by Robert clive which has a single floor area of 8000 sq ft plan shown in fig 1 .It has heritage of an old British gothic architecture .Now cantonment Office is functioning in this building .The portico slab of the building has done at that time by lime mortar based terrace roof .The wooden rafters and purlins got damaged due to natural forces. The cantonment board and the local administrative authority decided to renovate the portico slab without disturbing its view and elevation.

Figure 2 PILLAR DIAGRAM © 2022, IRJET

|

Impact Factor value: 7.529

|

ISO 9001:2008 Certified Journal

|

Page 2742


Turn static files into dynamic content formats.

Create a flipbook