SikaTop 122 Plus — Two-Component Polymer-Modified Cementitious Repair Mortar for Structural Concrete Repair

SikaTop 122 Plus

Two-Component Polymer-Modified Cementitious Repair Mortar for Structural Concrete Repair

Authorized Project Distributor — Sika India | Space Arc Engineering, Ghaziabad

Product Overview

SikaTop 122 Plus is a two-component, fiber-reinforced, polymer-modified cementitious repair mortar from Sika consisting of a pre-bagged dry powder component (Component A: Portland cement, graded aggregates, silica fume, and polypropylene fibers) and a liquid polymer component (Component B: Sika acrylic polymer emulsion). Mixing the two components produces a thixotropic, trowel-applied repair mortar with improved adhesion, reduced permeability, good shrinkage resistance, and high compressive and flexural strength — significantly better than plain cement mortar for structural concrete repair. The polymer modification (Component B) reduces the water-to-cement ratio achievable while maintaining full workability, resulting in a denser, lower-porosity cured mortar with compressive strength exceeding 35 MPa and flexural strength above 8 MPa. The polypropylene fibers in Component A provide plastic shrinkage crack resistance during the first 24 hours, and the thixotropic consistency allows hand or mechanical trowel application in vertical and overhead positions in layers of 10 to 50 mm without sagging or slumping. SikaTop 122 Plus is compatible with Sikadur 32 epoxy bonding agent applied to the prepared concrete substrate before mortar placement, achieving pull-off bond strength above 2.0 MPa on properly prepared concrete surfaces. The product is suitable for repair of exposed column concrete with severe carbonation and chloride-induced corrosion damage (after treatment of reinforcement with SikaFerro or Sika Galvashield), bridge pier concrete repair, marine structure repair above the splash zone, and industrial floor slab edge repair. Space Arc Engineering supplies SikaTop 122 Plus for structural concrete repair projects throughout Delhi NCR and Uttar Pradesh.

Applications

  • Column and beam concrete repair — restoring carbonated or spalled RC members to original profile
  • Bridge pier and abutment concrete repair above waterline
  • Retaining wall concrete surface repair and reprofile
  • Industrial chimney and cooling tower shell repair below severe industrial environment
  • Marine structure concrete repair above tidal splash zone
  • Car park deck soffit and beam repair following chloride-induced spalling

Key Advantages

  • Two-component system — polymer-modified for superior adhesion and reduced permeability
  • Thixotropic — applies in vertical and overhead positions up to 50 mm per coat without sag
  • Polypropylene fiber reinforcement — plastic shrinkage crack resistance
  • High bond strength — exceeds 2.0 MPa pull-off on Sikadur 32-primed substrate
  • Silica fume modified — low permeability, chloride and carbonation resistance
  • Compatible with Sika reinforcement protection coatings for full repair system

Technical Data

TypeTwo-component polymer-modified cementitious repair mortar
Compressive Strength (28-day)Above 35 MPa
Flexural Strength (28-day)Above 8 MPa
Application Thickness10 to 50 mm per coat (hand or mechanical trowel)
Bond StrengthAbove 2.0 MPa pull-off on Sikadur 32 primed substrate
Mixing RatioComponent A (powder) : Component B (liquid) per manufacturer instruction

Get a Quote

+91 9999155255 | info@space-arc.com | Space Arc Engineering, Sahibabad, Ghaziabad

Frequently Asked Questions

What is the correct repair system sequence for structural column concrete repair using SikaTop 122 Plus after chloride-induced reinforcement corrosion?

The correct sequence for chloride-induced column repair using SikaTop 122 Plus follows the EN 1504 principle of electrochemical re-alkalisation or removal of deteriorated material and then applying protective mortar. Step 1 — Concrete removal: break out all deteriorated, carbonated, and chloride-contaminated concrete to a minimum 15 to 25 mm behind the reinforcement bar using breaker, chipping hammer, or hydrodemolition; ensure all concrete with chloride content above 0.4 per cent by cement weight is removed. Step 2 — Reinforcement cleaning: clean exposed reinforcement bars to Sa 2.5 visual standard by grit blasting; if bar cross-section is reduced more than 20 per cent, consult the structural engineer for bar replacement or supplementary carbon fiber reinforcement (SikaWrap). Step 3 — Reinforcement protection: apply SikaFerro or Sika Monotop 910 N corrosion protection primer to all exposed reinforcement in two brush-applied coats. Step 4 — Concrete priming: prepare the concrete substrate by SSD dampening then apply Sikadur 32 Normal epoxy bonding agent scrubbed into the surface; apply SikaTop 122 Plus wet-on-wet while Sikadur 32 is still tacky. Step 5 — Mortar application: apply SikaTop 122 Plus by hand trowel in 10 to 40 mm layers, compacting into all voids and to the reinforcement bars. Step 6 — Curing: apply Sika Antisol S curing compound or wet hessian immediately after final trowelling.

How many coats of SikaTop 122 Plus are needed to repair a 100 mm deep column spall and what is the correct inter-coat waiting time?

For a 100 mm deep column spall repaired with SikaTop 122 Plus, three application layers are required. SikaTop 122 Plus should not be applied in a single layer exceeding 50 mm because: thick single-layer application increases heat of hydration in the repair mortar mass, increasing the risk of thermal shrinkage cracking; and very thick single coats have a greater tendency to sag on vertical surfaces even with the thixotropic formulation. The recommended procedure for a 100 mm deep repair is: First coat (scratch coat): 20 to 30 mm applied by trowel, cross-hatched with a scarifier or notched trowel to key the surface, and allowed to firm up (typically 4 to 8 hours at 25 to 30 degrees C) but not dry completely. Second coat (filling coat): 40 to 50 mm applied onto the damp first coat without additional Sikadur 32 priming (the polymer mortar bonds adequately to a freshly cured same-product base coat when applied within 24 hours), again cross-hatched and allowed to firm up. Third coat (finishing coat): 20 to 30 mm applied to restore the original profile, finished flush or slightly proud with a wooden float, then lightly sponge-floated for surface texture matching the adjacent concrete. Total waiting time between coats: minimum 4 hours (at 25 degrees), maximum 24 hours; if the previous coat has been allowed to cure more than 24 hours, lightly abrade and dampen the surface before applying the next coat.

What is the coverage rate and quantity of SikaTop 122 Plus required to repair a 2 m x 1 m x 30 mm average depth column spall?

For a 2 m x 1 m x 30 mm average depth column spall, the volume of repair mortar required is 2.0 x 1.0 x 0.03 m = 0.06 m3 = 60 litres. SikaTop 122 Plus mixed to standard consistency has a fresh yield of approximately 14 to 15 litres per 25 kg bag set (Component A + Component B combined as supplied). Therefore 60 litres of fresh mortar requires approximately 4 bag sets (4 x 25 kg = 100 kg Component A). Account for 10 to 15 per cent wastage and irregular repair geometry with a factor of 1.15 — so order 5 bag sets (125 kg Component A) plus the corresponding Component B liquid. If the repair is complex, irregular in depth (ranging from 10 to 80 mm), or involves multiple smaller spots on the same column, increase the order to 6 bag sets and return unused sealed bags. For project tendering, SikaTop 122 Plus coverage is approximately 16 to 18 kg per m2 per 10 mm thickness of repair mortar placed. Contact Space Arc Engineering for current SikaTop 122 Plus pricing and supply arrangements for your project volume.

Source SikaTop 122 Plus for Your Project

Space Arc Engineering is an Authorized Project Distributor for Sika India serving Delhi NCR, Ghaziabad, Noida and Uttar Pradesh.

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