BICPBuilding Intelligence Construction PlatformIndustrial Jointless Floor Engineering

Resources

Guides, technical resources and company updates

Current filter: Technical Resources · All topics
Technical Resource

UHPC Floor Repair Technical Manual: Rapid Repair Solutions for Existing Industrial Floors

Many existing industrial floors suffer from cracks, dusting, joint spalling, and delamination. Traditional demolition and reconstruction require long downtime and high costs. The UHPC long-lasting repair solution covers damaged areas with a UHPC overlay, featuring high early strength for 24-48 hour return to service and high bond strength for long-term stability.

View resource →
Technical Resource

Taiping Floor System: Selection Guide for Cold Storage, Industrial Facilities, and Underground Garages

The Taiping system includes three technical lines: post-tensioned integrated floor, UHPC integrated floor, and UHPC long-lasting repair. Each is suited for different scenarios. This guide covers cold chain warehouses, industrial facilities, and underground garages, explaining core principles, applications, and restrictions, along with a selection matrix and self-check recommendations to help owners quickly identify the right floor solution.

View resource →
Technical Resource

Taiku System Technical Whitepaper: Post-Tensioned Wide Flat Beam Solution for Covered Underground Garage Roofs

Covered underground garage roofs face combined loads from soil cover, fire truck loads, and groundwater uplift. Flat slabs risk punching shear, while conventional beam-slab systems increase floor height. The Taiku system uses post-tensioned wide flat beams to save approximately 500 mm in floor height and excavation depth compared to beam-slab systems, and eliminates punching shear risks versus flat slabs.

View resource →
Technical Resource

Technical Essentials for Joint-Free Super-Long Cold Storage Structures: Achieving a 120m Integrated Solution

Traditional cold storage facilities exceeding a certain length require expansion joints, leading to costs such as double walls and columns, double-layer insulation, and operational fragmentation. The Taiku system enables joint-free integrated structural design within a 120m building length through four technical prerequisites: active prestress compensation, refined thermal stress analysis, low-shrinkage concrete mix design, and construction-stage stress management.

View resource →
Technical Resource

Taiku System Selection Guide

The applicability of the Taiku large-span post-tensioned flat slab system for cold chain warehouses is determined by three core parameters: building area and plan shape, number of stories and floor height requirements, and rack type and automation level.

View resource →
Technical Resource

Why do large warehouse floors crack, and how is shrinkage cracking controlled?

Large warehouse floors crack mainly because drying shrinkage and temperature movement are restrained by the subgrade, by reinforcement, or by the slab's own geometry. Crack control comes from managing that restraint through panel size, reinforcement or post-tensioning, and curing, not from the concrete mix alone.

Read article →
Technical Resource

What is a jointless industrial concrete floor, and when is it the right choice?

A jointless industrial floor is built as large reinforced or post-tensioned panels with construction joints only, instead of the tight grid of saw-cut joints used in conventional slabs. It suits large, heavily trafficked floors where joint maintenance, not the concrete itself, is the main source of downtime.

Read article →
Technical Resource

Post-Tensioned Slabs-on-Ground (SOG) for Industrial Facility Floor Structures

Post-tensioned slabs-on-ground (SOG) for industrial floors: principles, advantages and applications.

Read article →
Technical Resource

Floor Joints: Industry Practice or Design Flaw?

Industrial floors are typically cut with joints every few meters as an industry practice. However, joints are not irreplaceable—they are a compromise solution to concrete shrinkage, leaving long-term issues such as spalling, hygiene contamination, and AGV interference. This article explains the origin and limitations of joints from the mechanism of concrete shrinkage, and then illustrates how post-tensioned integrated floor systems actively suppress cracking by applying pre-compression, extending joint spacing from ≤6 m to the order of 150 m.

Read article →
Technical Resource

Why Traditional Cold Storage Warehouses Use 7–9m Column Grids and How Post-Tensioning Breaks the Limit

Traditional cold storage warehouses commonly adopt 7–9m column grids due to the mechanical limitations of reinforced concrete slabs, not conservative design. This article explains the structural rationale behind small column grids from the tensile behavior of concrete, then illustrates how post-tensioning technology—through an active pre-compression and compensation mechanism—enables span increases from 7–9m to 12–14m, providing a technical reference for investors and designers evaluating large-span cold storage options.

Read article →
Technical Resource

Choosing a Cold Storage Floor System: The Energy and Operational Cost Implications of Story Height

Post-tensioned flat slabs eliminate secondary beams and significantly reduce structural depth on every floor compared to traditional waffle slab systems. In a multi-story cold storage facility the savings add up: the building can be lower, or more racking levels can fit within the same height, while ineffective refrigerated volume and operating energy use go down. This article establishes an analytical framework linking story height selection with energy consumption and insulation costs, illustrating the economic implications of structural system selection over the operational phase.

Read article →
Technical Resource

Selecting a Cold Storage Warehouse in the Digital Era: From 60-Second AI Solutions to Full-Lifecycle Digital Twin Archives

Traditional cold storage solution selection typically takes over three months from initiation to final report, with time consumed by information integration, modeling, regional cost matching, and iterative revisions. The iBLM TaiShu Cloud platform compresses this timeline dramatically through parametric modeling, AI-assisted selection, and a nationwide cost database spanning 34 provinces. It also provides a full-lifecycle digital twin archive for operational decision support. This article introduces the two core modules—TaiShu Smart Strategy and TaiShu Twin—and their 18-month implementation roadmap.

Read article →
Technical Resource

Why a Cold Storage Design Cycle Traditionally Takes 90 Days: Process Breakdown and Digital Compression Path

The traditional cycle for a cold storage planning scheme from initiation to a decision-ready comparison report typically takes 90 days, with time mainly consumed in four stages: information integration (15 days), multi-scheme modeling and calculation (30 days), cost estimation (20 days), and presentation iteration (25 days). This article breaks down the time consumption of each stage and explains how the iBLM TaiShu Cloud's Smart Planning module, through parametric modeling, embedded calculation engine, nationwide 34-province quota database, and AI-assisted recommendation, significantly compresses the decision-making front-end process.

Read article →
Technical Resource

How Structural System Selection Affects Cold Chain Companies' Financing Valuation: An Investor's Perspective on Cold Storage Asset Analysis

During due diligence for cold chain logistics financing, investors focus on operational metrics such as effective storage capacity ratio, energy consumption per unit capacity, and annual maintenance costs. These metrics are closely tied to structural system choices made during construction. This article analyzes how large-span post-tensioned solutions impact financing valuation models across three dimensions: storage capacity ratio (90%–95% vs. 75%–80%), energy cost margin, and floor maintenance costs. It is intended for cold chain management teams planning financing or asset securitization.

Read article →