SikaGrout®-9400

• Initial type test and early strength development of grout material - verification by Applus Laboratories. 

• Tests on fresh and hardened grouting mortar - verification by MPA Hannover. 

• Certification of conformity according to the “DAfStb-Richtlinie - Herstellung und Verwendung von zementgebundenem Vergussbeton und Vergussmörtel“ (QDB). 

• Declaration of performance according to EN 1504-6: Anchoring of reinforcing steel bar. 

• Declaration of freeze and thaw with de-icing salts performance according to EN 13687-1.  

• Pull-out resistance tests according to DIN EN 1881 in wet concrete. 

• Investigations on the fatigue behaviour – verification by Leibniz Universität, Hannover. 

12 months from date of production

Product must be stored in original, unopened and undamaged sealed packaging in dry conditions.

~2.4 kg/m³

D_max: ~4 mm

Compressive strength class:

Characteristic compressive strength:

Early compressive strength:

According to DAfStb VeBMR Rili

Early strength class:

Exposure classes:

Poisson ratio: 0.18

>0.1 % volume after 24 hours

25 to 600 mm

+2 °C minimum / +40 °C maximum

+2 °C minimum / +40 °C maximum

+2 °C minimum / +40 °C maximum

≥2 hours

~9 hours

2.2 kg powder for 1 litre of mixed mortar

• To avoid cracking of exposed surfaces, protect from direct sun and / or strong wind.

• Use only on clean, sound substrates.

• The substrate must be free of ice.

• Do not exceed water addition.

• Protect freshly applied material immediately.

• Keep exposed surfaces to a minimum.

• To avoid cracking in warm temperatures, keep bags cool and use cold water for mixing.

• Do not use vibrating pokers.

• Do NOT use continuous mixing equipment.

• Pour or pump from one side only.

• Avoid exposing surfaces during rainfall and prior to final set.

Concrete

The concrete must be structurally sound, thoroughly clean, free from oil, grease, dust, loose material, surface contamination and materials which will impair the grout flow or reduce adhesion strength. Laitance, delaminated, weak, damaged and deteriorated concrete and, where necessary, sound concrete, must be removed by suitable mechanical preparation as directed by the engineer or supervising officer. Any pockets or holes for structural fixings must also be cleaned of all debris.

Shutter Formwork

Where formwork is to be used, all formwork must be of adequate strength, treated with release agent and sealed to prevent leakage of pre-wetting water and grout. Ensure formwork includes outlets for removal of the pre-soaking water or use vacuum extraction equipment to remove water.

Grout Mixer

SikaGrout^®-9400 must be mixed using suitable grout mixing equipment combined with agitator for continuous large volume mixing. Volume capacity of equipment must be applicable to the volume of material being mixed for a continuous operation. Equipment trials must be considered to ensure product can be mixed satisfactory before full project application. Add most of the water required into the mixer and slowly add the grout powder. Mix until a homogeneous mortar is achieved (typically 3 to 4 minutes), add the remaining water and continue mixing for at least another 2 minutes until the required fluid or flowable consistency is obtained. Mix with clean, potable water only. Do NOT add more water than the maximum specified.

NOTE: Do NOT use continuous mixing equipment.

Strictly follow installation procedures as defined in Method Statements, Application Manuals and Working Instructions, which must always be adjusted to the actual site conditions.

Pre-wetting

The prepared concrete substrate must be thoroughly saturated with clean water for a recommended 12 hours before application of the grout. The surface must not be allowed to dry within this time. Immediately prior to application of the grout, all water must be removed from within formwork, cavities or pockets and the final surface must achieve a dark matt appearance (saturated surface dry) without glistening.

Placing: Grout pump application

For large volume placement, grout pumps are recommended. Equipment trials must be considered to ensure product can be pumped satisfactory.

Surface finishing

Finish exposed grout surfaces to the required surface texture as soon as the grout has started to stiffen. Do not add additional water on the surface. Do not overwork the surface as this may cause surface discolouration and / or cracking. After the grout has initially hardened, remove formwork and trim edges while grout is ‘green’.

Cold weather working

Consider storing bags in a warm environment and using warm water to assist with achieving strength gain and maintaining physical properties. Creating a heated 'micro-climate' by tenting off and heating may be possible and should be considered to create an environment ~+20^oC. 

Hot weather working

Consider storing bags in a cool environment and using cold water to assist with controlling the exothermic reaction to reduce cracking and maintaining physical properties.

Protect exposed grout surfaces after finishing (immediately after levelling) from premature drying and cracking by curing under water for at least 72 hours. In cold weather, apply insulated blankets to maintain a constant temperature to prevent surface damage from freezing and frost.

Clean all tools and application equipment with water immediately after use. Hardened / cured material can only be mechanically removed.