Sika Corporation -Form & Pour - SikaTop®-111 Plus

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Two-component, polymer-modified, cementitious, screed mortar plus Sika FerroGard®-901 penetrating corrosion inhibitor

SikaTop®-111 Plus is a two-component, polymer-modified, Portland cement-based, fast-setting, screed mortar.


Category: concrete repair mortar | mortar | overhead surface mortar...

MasterFormat: Maintenance of Concrete | Maintenance of Cast-in-Place Concrete


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Overview


Form & Pour - SikaTop®-111 Plus

Two-component, polymer-modified, cementitious, screed mortar plus Sika FerroGard®-901 penetrating corrosion inhibitor

SikaTop®-111 Plus is a two-component, polymer-modified, Portland cement-based, fast-setting, screed mortar. It is a high performance repair mortar for horizontal, vertical and overhead surfaces in form and pour applications. It offers the additional benefit of Sika FerroGard®-901, a penetrating corrosion inhibitor included in its formulation.

  • Extremely low shrinkage proven by four industry standard test methods
  • High compressive and flexural strengths
  • Increased freeze/thaw durability and resistance to deicing salts
  • Increased density - improved carbon dioxide resistance (carbonation) without adversely affecting water vapor transmission (not a vapor barrier)
  • Enhanced with Sika FerroGard®-901, a penetrating corrosion inhibitor - reduces corrosion even in the adjacent concrete

Usage

  • On grade, above grade, and below grade concrete
  • Horizontal surfaces (e.g. for spall repairs on flat work, or as an overlay): pour and screed
  • Vertical and overhead surface repairs when formed and poured, or formed and pumped with an appropriate pump
  • Structural repair material for water and wastewater treatment plants, parking facilities, industrial plants, walkways, bridges, tunnels, dams, abutments, floors and balconies
  • Approved for repairs over cathodic protection systems
  • Free flowing repair mortar for hard-to-reach areas
  • Filler for voids and cavities
  • Repair of substrates such as concrete, mortar, and masonry

Advantages

  • Extremely low shrinkage proven by four industry standard test methods
  • High compressive and flexural strengths
  • Increased freeze/thaw durability and resistance to deicing salts
  • Increased density - improved carbon dioxide resistance (carbonation) without adversely affecting water vapor transmission (not a vapor barrier)
  • Enhanced with Sika FerroGard®-901, a penetrating corrosion inhibitor - reduces corrosion even in the adjacent concrete

Packaging

SikaTop® 'A' Component: 1 gallon (3.8 liters) plastic jug; 4 jugs/carton

SikaTop®-111 Plus 'B' Component: 61.5 lb (27.9 kg) bag

Color

'A' Component: White liquid 'B' Component: Gray powder

'A' + 'B' mixed: Gray mortar

Product Details

Sustainability / Certifications / Approvals

APPROVALS / STANDARDS
  • Compatible with coefficient of thermal expansion of concrete - Passes ASTM C 884
  • USDA certifiable for incidental food contact
  • Independently certified for NSF/ANSI 61 (potable water) compliance

Product Information

Shelf Life

12 months from date of production if stored properly in original, unopened and undamaged, sealed packaging

Storage Conditions

Store dry at 40° - 95° F (4° - 35° C)

Protect 'A' Component from freezing. If frozen, discard material

Protect 'B' Component from moisture. If damp, discard material

Application

Application Information

Mixing Ratio

7/8 - 1 gallon (3.3 - 3.8 liters) of 'A' Component : 61.5 lbs (27.9 kg) of 'B' Component

Product Temperature

65° - 75° F (18° - 24° C)

Ambient Air Temperature

40° - 95° F (4° - 35° C)

Substrate Temperature

40° - 95° F (4° - 35° C)

Finishing time

50 - 120 minutes

Waiting / Recoat Times

Refer to Sika Tech Brief # 18-01 for minimum cure times prior to overcoating.

Application Steps

MIXING
  • Pour approximately 7 pints (3.3 liters) of SikaTop® 'A' (liquid) into a suitably sized mixing container.
  • Add entire bag's contents of SikaTop®-111 Plus 'B' Component (powder) to the container while mixing continuously with a low speed drill (400-600 rpm) and mixing paddle or mortar mixer.
  • Add up to an additional maximum 1 pint (0.5 liter) of SikaTop® 'A' if needed for the desired consistency.
  • Mix to a uniform consistency, maximum 3 minutes. Thorough mixing and proper proportioning of the two components is necessary.

EXTENSION WITH AGGREGATES

  • Pour all of SikaTop® 'A' Component (liquid) into a suitably sized mixing container or concrete mixer.
  • Add entire bag's contents of SikaTop®-111 Plus 'B' Component (powder) to the container while mixing continuously, then introduce 3/8 inch (10 mm) coarse aggregate at desired quantity.
  • Mix to uniform consistency, maximum 3 minutes. Thorough mixing and proper proportioning of all components is necessary.
  • The aggregate must be non-reactive (reference ASTM C 1260, ASTM C 227 and ASTM C 289), clean, well graded, saturated surface dry (SSD), have low absorption, high density, and comply with ASTM C 33, size number 8 per Table 2.
  • Variances in aggregate quality may result in different strengths and performance.
  • The typical addition rate is 42 lbs (19 kg) of aggregate per mix. This is approximately 3.0 - 3.5 gallons (11.3 - 13.2 liters) of aggregate by loose volume.
APPLICATION
  • Ensure substrate is properly prepared and saturated surface dry (SSD) before application.
  • Ensure good intimate contact with the substrate is achieved either through a bonding agent or a scrub coat application, or other suitable means such as vibration of the material or pumping under pressure.

Horizontal Installations:

  • After filling repair area, screed the material.
  • Allow SikaTop®-111 Plus to set to desired stiffness, then finish with wood or sponge float for a smooth surface or broom or burlap-drag for a rough finish.
  • If a smoother finish is desired, a magnesium float should be used.
  • To assist in the finishing process, use SikaFilm® finishing aid. Consult current Product Data Sheet.

Form and Pour / Pump Installations:

  • Vibrate form while pouring or pumping.
  • Pump Extended mixes with a variable pressure concrete pump.
  • Continue pumping until a 3 to 5 psi (20 - 34 Pa) increase in normal line pressure is evident then STOP pumping.
  • Form should not deflect.
  • Vent to be capped when steady flow is evident, and forms to be stripped when appropriate.
  • Begin and finish multiple lift repairs on the same day.
  • Refer to ACI 305 the "Guide to Hot Weather Concreting" or ACI 306 the "Guide to Cold Weather Concreting" when there is a need to place this product while either hot or cold temperatures prevail. Thinner placements will be more sensitive to the temperature conditions.
CURING TREATMENT
  • As per ACI recommendations for Portland-cement concrete, curing is required.
  • Moist curing should commence immediately after finishing.
  • Moist cure with wet burlap and polyethylene, a fine mist of water or a water-based, compatible* curing compound meeting ASTM C 309.
  • Curing compounds adversely affect the adhesion of following layers of mortar, leveling mortar or protective coatings.
  • Protect newly applied material from direct sunlight, wind, rain and frost.
  • To prevent from freezing, cover with insulating material (e.g. curing blanket).

*Pretesting of curing compound for compatibility is recommended.


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Specifications

Baenziger block

90 days

No cracking

Compressive Strength
1 day2,500 psi (17.2 MPa)
7 days5,500 psi (37.9 MPa)
28 days6,500 psi (44.8 MPa)
Coverage
Neat0.5 ft3 (0.01 m3)
Extended with 42 lbs (19 kg) of 3/8 inch (10 mm) coarse aggregate0.75 ft3 (0.02 m3)

(Yield figures do not include allowance for surface profile and porosity or material waste)

Final set time

> 90 minutes

(ASTM C 266)

73o F (23o C),

50% R.H.

Flexural Strength

28 days

1,400 psi (9.7 MPa)

Freeze-Thaw Stability

300 cycles

98%

Fresh mortar density

136 lb/ft3 (2.18 kg/l)

(ASTM C 138)

73o F (23o C),

50% R.H.

Layer Thickness
MinimumMaximum in one lift *
Neat1/2 inch (12 mm)1 inch (25 mm)
Extended1 inch (25 mm)6 inches (152 mm)

* If repair requires multiple lifts, each lift should be applied as soon as the previous lift has developed enough initial strength to support it.

Modulus of Elasticity in Compression
7 days3.0 x 106 psi (20.7 GPa)
Rapid Chloride Permeability

< 500 Coulombs

(ASTM C 1202)

73o F (23o C),

50% R.H.

Ring test
Days> 70 days
Average Maximum Strain-16 μstrain
Average Stress Rate1.46 psi / day (0.01 MPa / day)
Potential for CrackingLow
Set Time

40 - 70 minutes

(ASTM C 266)

73o F (23o C),

50% R.H.

Shrinkage

28 days

< 0.05 %

Slant Shear Strength
28 days2,000 psi (13.8 MPa)

* Mortar scrubbed into mechanically prepared, saturated surface dry (SSD) substrate.

73o F (23o C), 50% R.H.

Splitting tensile strength
28 days600 psi (4.1 MPa)
Tensile Adhesion Strength

28 days

> 500 psi (3.4 MPa)

substrate failure