What happens when the concrete suspended slabs freeze?
Climate conditions in the workplace (hot or cold, windy or quiet, dry or wet) may differ significantly from optimal conditions assumed when specifying, designing or selecting concrete mixtures) or from laboratory conditions for storing and testing concrete suspended slabs. Appropriate precautions are taken to mitigate the negative effects of low ambient temperatures.
The current Concrete Research Institute (ACI) definition of cold weather concrete, as stated in document 306, “for more than three consecutive days, the average daily temperature drops below 40 degrees Fahrenheit and remains below 50 degrees Fahrenheit, more than half of any 24 hours.” This definition can lead to the problem of freezing of concrete at an early stage.
The initial temperature of the concrete
In cold weather, it may be necessary to heat one or more concrete raft slab materials (water and/or aggregates) to provide the appropriate temperature of the concrete as deliverable. The use of hot cement is not an effective way to increase the temperature of the initial concrete due to the amount and thermal capacity of cement.
Protection, while the concrete is laid, consolidated and finished
Exposure of concrete in cold weather will prolong the time needed to reach the initial setting, which may take longer for the finishing staff. Depending on the actual ambient temperature, the protection of the concrete location may require the use of windbreakers, housings or supplements. The composition of the concrete mixture can also be adjusted properly to adjust the impact of the ambient temperature in the set time. This may require increased cement content, the use of accelerated chemical mixtures, or both.
Windproof forests protect concrete and construction workers from pitting that causes temperature drop and capture, relative humidity and concrete, the windshield may be higher or shorter. Place temperature. essive evaporation. Usually, a height of 6 feet is enough. Depending on the expected wind speed, ambient temper.
Three heaters are used in the construction of concrete in cold weather: direct fire, indirect combustion and hydroelectric power systems. To prevent carbonization of fresh concrete surfaces, indirect combustion heaters should be used.
If the concrete is not directly exposed to the heater or exhaust, a heater with direct combustion can be used. Care should be taken to ensure that workers do not overexposure to carbon monoxide when using the heater inside the enclosure.
Hydroelectric systems transfer heat by circulating ethanol/aqueous solutions in closed pipe or hose systems. Typical applications of hydroelectric systems include defrosting and preheating substrates and heating zones where the heating zone is too large to be used as a dwelling.
Curing of high quality concrete production
Curing requires not only enough moisture, but also the right temperature. The temperature of concrete should be above 40 degrees Fahrenheit using the above method, however, the duration of heating depends on the type of concrete service, from the early high strength of the day.
Concrete elements, which are not exposed to freezing and defrosting events for 20 days or more during service, will carry large loads at an early stage. In structures that will carry large loads at an early stage, concrete must be maintained at least 50 degrees Fahrenheit to accommodate the extraction and support form and allow loading of the structure.