Asahi Kasei Advance

Fabriform

Typical Composition of injection mortar and concrete

MORTAR
 
Cement/Sand ratio  C : S Water/Cement ratio W/C
(%)		 Cement unitquantity (kg/m3) flow. (sec.) note
1: 2.0 55～65 600 18±3 ・chemical admixture
・AE agent
・water reducing agent
【Reference】
 
Cement/Sand ratio  C : S Water/Cement ratio W/C
(%)		 unitquantity (kg/m3) flow. (sec.) note
cement C sand S water W
1: 2.0 60 600 1200 360 18±3 ・chemical admixture
・AE agent
・water reducing agent
＊This composition is an example, please consider by each site condition.



CONCRETE
max. size of coarse aggregate (mm) water/ cement ratio W/C (%) percentage of sand s/a (%) Cement unit quantity (kg/m3) range of slump (cm) note
20～25 55～65 50～60 370 22±3 ・chemical admixture
・AE agent
・water reducing agent

【Reference】
max. size of coarse aggregate (mm) water/ cement ratio W/C (%) percentage of sand s/a (%) unit quantity (kg/m3) range of slump (cm) note
cement C sand S coarse
aggregate G		 water W
25 65 50 370 775 785 240 22±3 ・chemical admixture
・AE agent
・water reducing agent

＊This composition is an example, please consider by each site condition.