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1. Basic principles: 

1. Keep the origin, variety and performance of various raw materials stable; 


2. Adopting sand with less mud content, reasonable thickness and reasonable classification will not increase the cost per cubic meter of concrete, but can reduce the cost; 


3. The cost can be reduced by adding fly ash, slag and other additives. Mixing concrete has better performance and lower cost, and the mixing ratio is determined by experiments; 


4. For medium and low quality concrete, the cost of ordinary water-reducing agent (DK-7) is lower than that of high-efficiency water-reducing agent (DK-4). 


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2. Determine the experimental scheme: 


Take a cement mixed with fly ash and slag as an example 



Serial NoCementSandCobbleWaterDK-7Fly ashSlagViscosityStrength
Preliminary examination30064010202051.2%808021046






907020043






1006019042






709020044






6010019545
120073510202050.8%808021030
225069010202051.0%808020537
335060010352051.4%808020052



1. Make reasonable mix ratio on the basis of preliminary test. Under other conditions unchanged, change the ratio of fly ash and slag, check the mechanical consistency and strength, and choose the appropriate ratio. In this way, the properties of fly ash and slag can be fully utilized. Through our experiments, it is proved that the optimal water consumption is the smallest and the intensity is the highest under the condition of constant export consistency. Of course, other ratios can be used if necessary. 


2.  Make a curve with cement consumption as the horizontal axis and strength as the vertical axis. 


3. Choose the blending ratio of the corresponding brand according to the table 



GradeCementSandCobbleWaterDK-7Fly ashSlag
C2518075010302050.8%8080
C3022073010202050.9%8080
C3527068010202051.0%8080
C4030064010202051.2%8080
C4534061010302051.4%8080



4. Select materials for retest and verification. 


5. In actual production, sample and count concrete strength to guide experiment and production. 

The department regulation is not favorable or the raw material performance is stable, but there are problems in the production link and production operation. 


If this happens, the reasons should be analyzed in time. If it cannot be changed in a short time, increase the insurance factor. 


6. When raw materials change, the concrete mixing ratio must be timely.