Summer Concreting

DIN 1045-2/3 or ACI 305-R20 specifies that the fresh concrete temperature in general +30°C must not exceedunless suitable measures are taken to ensure that no adverse consequences are to be expected. For massive structural elements and tunnel structures, this upper limit is maximum +25°C. As a general rule, a fresh concrete temperature too high affects the maximum hardened concrete temperature to be maintained. If the prescribed temperatures are not complied with, even a Total damage to the component auftreten. Ist abzuschätzen, dass die definierte Frischbetontemperatur am Einbauort nicht gewährleistet werden kann, ist eine Lieferung und Verwendung des Betons dann nur ohne Gewährleistung möglich.

High fresh concrete and ambient temperatures affect both fresh and hardened concrete properties. They influence workability, strength as well as surface finish and early shrinkage. Workability Accelerates setting and leads to faster stiffening of the concrete. This shortens the workability of the concrete. To prevent rapid setting, water is often added subsequently to improve the consistency. Disadvantage: The final strength is reduced. Strength High fresh concrete and ambient temperatures lead to higher early strengths and often lower final strengths in hardened concrete. Surface finish and early shrinkage Eine zu hohe Wasserverdunstung im oberflächennahen Bereich lässt die Betonoberfläche "verdursten". Dies behindert die Hydration des Betons. Negative Folgen können sein:

• lower strength in the concrete edge zone
• sanding concrete surfaces
• Reduction of durability
• higher water absorption capacity
• Emergence of early shrinkage cracks

These measures are suitable for keeping the fresh concrete temperature below +30 °C:

• Cool storage and active cooling of the starting materials. The aggregates determine to about 70 % the temperature of the fresh concrete. Their cooling is therefore the most effective measure for regulating the fresh concrete temperature.
• Mixing of the concrete with the addition of chilled water or flake ice.
• Protect or insulate water tanks and water pipes from sunlight.
• For critical construction sites (e.g. tunnels), the concrete temperatures should be selected somewhat lower to ensure longer workability.

• According to DIN 1045-3 or ACI 305-R20, the fresh concrete temperature should generally be +30 °C must not be exceeded.
• Temperatures too high influence the workability, strength, surface finish and early shrinkage of the fresh concrete.
• KTI has various solutions for concrete cooling at high temperatures in the portfolio: 1. ice/cold water plants 2. silo cooling 3. ice plants with ice storage and ice transport.
• During the setting process Heat of hydration. This causes an expansion of the concrete. After curing, the concrete cools down and the volume decreases. This can lead to stresses and cracks in the concrete. Therefore, the concrete must be cooled.
• High fresh concrete and ambient temperatures lead to higher early strengths and often lower final strengths in hardened concrete.