Water Tank

Overview

AIS Taloja

Problem:

Main frame of the water tank was badly damaged due to corrosion of the embedded steel.

Solution:

  • Mainframe was treated for corrosion with anticorrosive coatings and corrosion inhibitors
  • Cracked sections were grouted with epoxy grout
  • Main frame section was rebuilt using polymer modified mortar and wrapped with GFRP Wraps.
  • Building up of the section and application of weather proof paint.

Preparation of a working platform below the mainframe was a major challenge involved in the project.

Overview

IVP Limited Tarapur

Problem :

  • Cracking on structural RCC frame due to corrosion of the embedded steel

Solution:

  • The basic frame structure was treated with anticorrosive coatings and corrosion inhibitors
  • Epoxy grouting was carried out for cracks in structural members
  • Cracked sections were rebuild with micro-concrete and thixotropic mortar

Overview

MMTC Delhi

Problem:

  • RCC columns, beams, staircase waist slab and tank walls had corrosion damage.
  • Top slab of water-tank was severely affected and was spalling into the stored water

Solution:

  • Anti-corrosion treatment applied to the columns and beams
  • Jacketing of columns and beams with micro-concrete
  • Touchup plastering with polymer modified mortar and thixotropic mortar as needed
  • Top slab was rebuilt by providing structural steel from inside of water-tank, making a platform
  • A concrete slab was re-cast on the platform forming the canopy of water-tank.

Overview

IIM Calcutta

Problem:

  • RCC columns, beams, staircase waist slab and tank walls had corrosion damage.
  • Top slab of water-tank was severely affected and was spalling into the stored water

Solution:

  • Anti-corrosion treatment applied to the columns and beams
  • Jacketing of columns and beams with micro-concrete
  • Touchup plastering with polymer modified mortar and thixotropic mortar as needed
  • Top slab was rebuilt by providing structural steel from inside of water-tank, making a platform
  • A concrete slab was re-cast on the platform forming the canopy of water-tank.

Overview

RESTORING MINE STRUCTURES, RCC TAILING THICKENER

Problem:

4 mega RCC tailing thickener tanks of a mining company, having surface area of 25,000sqft eachwere observed with issues likedeterioration of RCC supporting structure because of corrosion, pitting of concrete surface and leakages through expansion joints.

Diagnosis:

The slurry stored inside the sedimentation tank was acidic. Due to continuous drippingofacidic slurry on RCC elements, progressive corrosion damage was observed. The main source of leakage was the expansion joint. Eventually over time, the inner protective coating of the tank was giving away, exposing the reinforcements inside the surface of the tank to acidic slurry.

Solution:

  • Expansion joint cleaned, backer rods placed, water-tight sealant applied, taped, closed with SS panel and epoxy coated the entire interior surface. Protective coat of acid resistant paint was applied on entire surface to protect against future exposure.
  • Rebars exposed by chipping, cleaned and cathodic protection applied using cannodes and capulets.
  • Pressure grout & polymer modified mortar on RCC
  • Weaker columns strengthened by GFRP wraps

Overview

RESTORATION OF RCC OVERHEAD WATERTANK

Problem:

50-year-old RCC OHT of 43 m height and 3,00,000-liter capacity showing following defects:

  • Corrosion damages on RCC elements at different levels
  • Top RCC shell slab had completely collapsed
  • Leakages through tank walls

Solution:

Design and erection of scaffolding, implemented with meticulous safety plan for work-from-height

  • Reinforcements cleaned and protected
  • Rebuilding loss of section by thixotropic mortar
  • RCC slab demolition and re-casting
  • Coating of interior of tank using food-grade waterproofing coating
  • Protective coating on external surface

Please fill this form to download the brochure

Please fill this form to download the papers