Solutions & applications

Mass Concrete Cooling Solutions for Every Structure

Focusun configures each concrete cooling system around thermal risk, placement sequence, production rate and site constraints—not around a fixed equipment package.

Application matrix

One Temperature Objective, Different Engineering Paths

Each concept below combines pre-cooling, flake ice or chilled-water storage, distribution, controls and—where needed—embedded post-cooling.

01

Dams & Hydropower

Large continuous pours demand high availability and planned redundancy. Aggregate cooling, chilled water, flake ice and embedded pipe cooling are staged against seasonal concrete production.

High throughputPost-coolingRedundancy
02

Rafts & Heavy Foundations

Short-duration peak production makes storage and recovery time critical. A hybrid chilled-water and flake ice strategy can reduce placement temperature without interrupting batching.

Peak loadNight poursBuffer storage
03

Marine & Coastal Works

High ambient temperature, humidity and saline exposure influence both thermal design and materials selection. Systems are configured for corrosion resistance and remote logistics.

Hot climateMarine dutyRemote sites
04

Bridges, Tunnels & Infrastructure

Multiple structures and changing mix designs call for flexible production. Modular concrete cooling systems follow the program and serve changing placement locations.

ModularMultiple mixesRelocatable
05

Nuclear & Industrial Structures

Traceability, control philosophy and defined hold points are central. Instrumentation and data capture are integrated into the system architecture.

TraceabilityQA documentationControls
06

Precast & High-Output Batching

Repeatable daily production favors efficient base-load chilling and automated dosing. The concept prioritizes energy use, cycle stability and operator simplicity.

RepeatabilityAutomationEfficiency

Selection logic

How We Choose the Concrete Cooling Mix

The lowest placement temperature is not automatically the best design. We balance performance, cost, water, power and operational risk.

INPUT 01

Temperature Lift

The required drop from predicted uncontrolled concrete temperature.

INPUT 02

Production Profile

Peak hourly output, daily volume, pour duration and recovery window.

INPUT 03

Site Utilities

Power, water quality, drainage, footprint and material handling.

INPUT 04

Risk Allowance

Climate margin, redundancy, standby philosophy and future capacity.

Typical strategy

Pre-Cooling First, with Post-Cooling Where the Thermal Model Requires It

Chilled water and flake ice control placement temperature. Aggregate cooling increases available thermal capacity. Embedded pipes manage the internal temperature rise and gradient after placement.

A

Pre-Cooling

Lower concrete temperature before it leaves the batch plant.

B

Placement Control

Protect the target through transport, pumping and placement.

C

Post-Cooling

Manage peak temperature and gradients within the structure.