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Portland Cement CEM 142,5
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Portland Cement CEM 142,5
Row | Type of Cement | Type of Test | Forced limits matching Iran Standard under No. ISIRI389 | Delijan Cement Specs |
6 | CEM I 42,5 N | 2 day Compressive Strength | Min 10 Mpa | 19+_ 2 Mpa |
28 day Compressive Strength | Min 42.5 Mpa Min 62.5 Mpa |
50+_ 2Mpa | ||
Sulfur Trioxide | Min 3.5% | 2.5 % |
MAECENAS IACULIS
ADIPISCING CONVALLIS BULUM
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- Diam parturient dictumst parturient scelerisque nibh lectus.
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Portland Pozzolan Cement Application
Portland Pozzolan Cement Application
This type of cement more in addition to the general uses, is used in huge structures as well, because It has less hydration heat that Cement type 1 and 2 and the most important advantage of this cement is its more chemical resistance and this type of cement is recommended in environments that the sulfates and Clare attack is more probable. Speed of growing resistance in this type of cement is less than cement type 2 and type 5 but in long term loss of resistance is recovered.
We should pay attention that to increase concrete’s workability you must not increase the proportion of water more than cement, on the other hand because of low speed and hydration heat and slow pozzolan reaction with cement compounds curing concrete with pozzolan cement has to be continuous and wet and in other words the concrete curing situation in comparison with Portland cements has to be provided for longer time.
Totally important specialties of concrete made of Pozzolan concrete are less permeability, high durability and favorable chemical resistant.
Portland Cement CEM 142, 5 N-SR3
Portland Cement CEM 142, 5 N-SR3 Application
Row | Type of Cement | Type of Test | Forced limits matching Iran Standard under No. ISIRI389 | Delijan Cement Specs |
6 | CEM I 42,5 N | 2 day Compressive Strength | Min 10 Mpa | 19+_ 2 Mpa |
28 day Compressive Strength | Min 42.5 Mpa Min 62.5 Mpa | 50+_ 2Mpa | ||
Sulfur Trioxide | Min 3.5% | 2.5 % |
Portland Cement Type 1-325
Portland cement Type 1-325 Application
It is useable in all Reinforced concrete and Non Reinforced concrete and basically all the cases that need special specs like resistance towards striking Ions and hydration heat are not considered. Because of high primary and final resistance especially in cases that need for faster opening and transferring of formwork of concrete is proposed it is used in building concrete silos as well. Also because of high amount of Phase C3S and as a result of produced heat the cement can be used in winter mild climate and thanks to this , this kind of cement is used cautiously in hot areas where the danger of increasing concrete temperature exists.
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