Large-volume concrete beneficial for controlling temperature and shrinkage crack and construction process thereof
A technology of mass concrete and shrinkage cracks, applied in the processing of building materials, construction, building construction, etc., can solve problems such as waste of resources and energy, and achieve the effect of reducing costs, easy temperature control, and significant economic benefits.
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Embodiment 1
[0026] A kind of mass concrete that is conducive to controlling temperature and shrinkage cracks. The weight ratio of each component cement: coarse aggregate: fine aggregate: water is 1:3.23:2.1:0.5; wherein the cement is pozzolanic cement, and the specific indicators are Magnesium oxide weight percentage is less than or equal to 5%, sulfur trioxide weight percentage is less than or equal to 3.5%, alkali weight percentage is less than or equal to 0.6%, ignition loss is less than or equal to 5%, and a square hole with a mesh size of 80um is used The sieve residue of the sieve is less than or equal to 10%, the initial setting time of cement is not earlier than 45min, and the final setting time is not later than 10h; the coarse aggregate is continuously graded stones with a particle size of 20mm, and the weight percentage of mud content is less than 1%. The weight percentage of mud lumps is less than 0.5%, the weight percentage of needle-shaped and / or flake particles is less than ...
Embodiment 2
[0029] A kind of mass concrete that is conducive to controlling temperature and shrinkage cracks. The weight ratio of each component cement: coarse aggregate: fine aggregate: water is 1:3.1:2.3:0.45; wherein the cement is slag cement, and the specific index is Magnesium oxide weight percentage is less than or equal to 5%, sulfur trioxide weight percentage is less than or equal to 3.5%, alkali weight percentage is less than or equal to 0.6%, ignition loss is less than or equal to 5%, and a square hole with a mesh size of 80um is used The sieve residue of the sieve is less than or equal to 10%, the cement initial setting time is not earlier than 45min, the final setting time is not later than 10h, and other component indexes are the same as in Example 1.
[0030] The components of concrete in embodiment 1 and embodiment 2 can also be mixed with fly ash and admixture, and the admixture quality of described fly ash is 20% of cement quality in the component, and the admixture qualit...
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