Building Intelligence Construction PlatformIndustrial Jointless Floor EngineeringTwin Cube
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Twin Cube represents the connection between physical structures and digital twins, reflecting BICP’s integrated capability in structural engineering, AI-powered project management and lifecycle services.
Applications
Cold Storage Floors
Freezer and chiller floors work on insulation, under constant temperature cycling and hard-wheeled traffic. Joint design, curing and threshold details decide whether the floor lasts.
- cold storage floor design
- freezer floor joints
- low temperature concrete slab
- cold store floor cracking
Main floor risks
How should a cold-storage floor be designed for low temperatures, thermal cycling and forklift traffic?
- Joint opening and edge damage as the slab contracts at low temperature
- Cracking from thermal gradients during pull-down and defrost cycles
- Frost heave or vapour problems where insulation and vapour control are compromised
- Damage at door thresholds between temperature zones
- Slow or impossible repairs because the room cannot be warmed up
Loads and operating conditions
- Racking and mobile racking loads on a slab supported by insulation rather than ground
- Forklift and VNA truck wheel loads at low temperature
- Thermal loads from cooling the slab to operating temperature and back
- Restraint from the surrounding building and from slab penetrations
- Concentrated loads at dock and airlock areas
Why conventional saw-cut floors fail here
In a freezer the slab shrinks further than a normal floor because it also cools, so saw-cut joints open wider and stay open. Sealants fail at low temperature, edges are unsupported and forklift wheels break them down; repairs need the room warmed up, which stops operations.
What a jointless design must analyse
- Thermal contraction of the slab over the full temperature range, on top of drying shrinkage
- Insulation stiffness and the load spread through it to the base slab or ground
- Reinforcement or post-tensioning strategy to keep contraction cracks closed
- Curing and construction sequence before the room is cooled
- Threshold and dock details between temperature zones
Where construction joints are still required
- Construction joints at pour limits, detailed for low-temperature movement
- Isolation joints at columns and penetrations through the insulated floor
- Threshold joints at doors between freezer, chiller and ambient areas
- Movement joints matching the building structure where present
What BICP provides
- Preliminary review of the floor build-up and temperature zones
- Detailed analysis of thermal and shrinkage effects, slab thickness and joint layout
- Joint and threshold detail engineering for doors and docks
- Armoured joint specification inputs for the remaining joints, supplied through SHENTE
Questions engineers ask
- Why do freezer floor joints open more than joints in a normal warehouse?
- A freezer slab shrinks from drying like any other slab and then contracts again as it is cooled to operating temperature. The two movements add up, so joints open wider and stay open while the room is cold.
- Why is repairing a cold-store floor so disruptive?
- Most repair materials need the slab warmed up to cure, and warming a freezer means stopping operations and moving stock. Designing the joints and crack control correctly at the start avoids that cost.
- What is different about a slab on insulation?
- The insulation is softer than a prepared subbase, so loads spread differently and the slab deflects more under rack legs and wheels. Slab thickness, reinforcement and joint load transfer have to be analysed for that support.
- How should door thresholds between temperature zones be handled?
- Thresholds are where the floor build-up, the temperature and the traffic all change at once. They need a dedicated joint and edge-protection detail rather than a standard contraction joint.
Related projects
Beijing Southeast Expressway Smart Logistics Hub Cold Storage Project
Upon project completion, the 12.7m large column spacing scheme reduced the number of internal columns while providing ample structural space for flexible arrangement of intelligent racking and automated equipment, improving effective storage capacity utilization and rack layout flexibility, meeting the owner's operational requirements for high-standard modern cold chain facilities. This project is a representative engineering practice of BICP's Taiku system in the Beijing market and a reference case for the application of large-span post-tensioned cold storage in urban logistics hub scenarios. It demonstrates the methodology of deep integration between rack system BIM collaborative design and structural system selection, as well as the technical review pathway for special structures under strict urban approval environments, making it suitable for reference by cold chain construction investors in Beijing and similar first-tier cities.
View project →Suzhou Tianhuan Phase II C# Cold Storage Project
The large-span post-tensioned flat slab system effectively reduced the number of internal columns on each floor, improving rack layout flexibility for multiple temperature zones and enhancing warehouse management efficiency. The floor height advantage of the post-tensioned flat slab system, compounded across 12 stories, positively impacted overall building height and volumetric efficiency. This project represents a benchmark engineering practice by BICP in high-rise cold chain buildings (12 stories, 68.1 m), validating the applicability of large-span post-tensioned flat slab systems in managing cumulative vertical loads, coordinating inter-story drift, and ensuring long-term prestress performance. It provides a valuable engineering reference for structural system selection in similar high-rise cold chain storage projects.
View project →Shandong YunCang Cold Chain Park Project
Through systematic execution, the cold storage cluster completed structural construction and acceptance in phases. The long-span post-tensioned flat slab solution reduced column count and increased effective storage capacity in each store, achieving the planned overall storage density. The uniform structural standards across all 8 stores also simplified later maintenance: maintenance personnel gained better understanding of structural characteristics and requirements, improving efficiency in troubleshooting and handling potential issues. This project demonstrates BICP's systematic delivery capability for large-scale cold chain parks. The methodology of 'park-level unified technical standards plus individual optimization' provides a reference logic for structural selection and construction organization of multi-store cold chain parks, suitable for investors and general contractors of large cold chain facilities.
View project →Next step
Submit your cold storage floors project
Send the floor area, the racking and equipment loads, the operating conditions and the issue you most want to resolve. The preliminary review is free and tells you whether a jointless design route is worth analysing.