Repair mortar Premixed Non Shrink cement Grout CBGM-300
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Premixed Non Shrink cement Grout DISCRIPTION Non-Shrink grouting material is blended through a special procedure by specially selected cementitious material, carefully selected fine aggregate and admixture. It owns the characteristics of high flow, nonshrinkage, early strength and high strength. Functionally they are divided into two categories include four products: High strength, Extra early strength. PRODUCT HIGHLIGHT 1. Evaporated enlargement system compensates for shrinkage and settlement within the plastic stat. 2. No bronze iron content to cause staining. 3. Pre-packed material overcomes onsite batching variations. 4. Develops high early strength while not the employment of chlorides. 5. High final strength make sure the sturdiness of the hardened grout. 6. Free flow ensures high level of contact with load bearing space. TECHNIQUE CHARACTERISTICS TECHNICAL DATA CBGM high strength non-shinkage cement grout technical data (table 1) 1. Early strength, high strength: equipment installation after three days to run the production. 2. Their state, micro expansion: to ensure that equipment and close contact between foundation. 3. No rust, oil resistance, permeability. 4. Durability: 2 million times of fatigue experiment, 50 times of freeze-thaw cycle test intensity has no obvious change. 5. Good weatherability and 40 ℃ ~ 600 ℃ using long-term security. Sino-sina Building Materials Co.,Ltd. | www.wcrete.com | info@wcrete.com | +86 15373872353

*represents the value of slump expansion degree. CGM high-strength non-shrinkage grouting products with corresponding characteristics can be selected according to engineering needs. The compressive strength of Antifreeze type is tested at -10°C. The anti-corrosion type is suitable for the equipment foundation of coastal ports, salt fields, and areas with severe salt erosion, and the secondary grouting of steel structure column foot foundation. Unit dosage: about 2200kg-2400kg/m³. 1.CBGM cement grouting material used for winter construction should meet the requirements of Table 1 and Table 2...