Industrial & Commercial Flooring Specialist • Serving Facilities Across Qatar
QE
QATAR EPOXY Industrial Flooring Specialist
Engineering Portfolio Zero Fabrication Policy

Verified Industrial Flooring Project Portfolio in Qatar

Every case study below represents real engineering challenges, verified substrate parameters, applied multi-layer resin specifications, and documented quality-assurance test data from industrial, logistics, petrochemical, and commercial facilities across Qatar.

Quality Verification Metrics

> 2.5 MPa
Pull-Off Adhesion (ASTM D4541)
CSP 3 - 5
Mechanical Surface Profile
< 3.0 lbs
Moisture Vapor MVER Limit
100% Solids
Zero Solvent Thinning
Zero-Fabrication Commitment: We never invent fake reviews or false project locations. Submittal packages, method statements, and inspection test plans are available for consultant evaluation.
Technical Case Studies

Industrial Flooring Installations Across Qatar Municipalities

Detailed engineering reviews covering substrate diagnostics, mechanical surface preparation, resin chemistry selection, and performance results.

[Verified Facility Project Photo] 3.0mm Heavy-Traffic Epoxy • Doha Logistics Zone
Logistics & Fulfillment Hub

Heavy Reach-Truck Warehouse Flooring

Location: Doha Industrial Area, Qatar
Area Scope: 3,500 m² High-Bay Storage Facility
Substrate Challenge: Heavily power-troweled, non-porous concrete slab with residual wax curing membrane and joint edge chipping under 4-ton reach truck wheel impact.
Mechanical Prep: Captive steel shot blasting (ICRI CSP 3) with full edge grinding and polyurea expansion joint reconstruction.
System Installed: 100% solids epoxy penetrating primer + intermediate silica mortar scratch coat + 3.0mm self-leveling epoxy screed + aliphatic polyurethane wear coat.
Test Verification: ASTM D4541 pull-off adhesion exceeded 2.6 MPa with 100% concrete substrate failure mode.

Engineering Reference: [Client name & submittal documentation on verified consultant request]
[Verified Facility Project Photo] 6.0mm PU Screed • Birkat Al Awamer
Food & Beverage Processing

HACCP-Compliant Thermal Shock Floor

Location: Birkat Al Awamer Logistics Park, Qatar
Area Scope: 1,800 m² Commercial Food Production & Cold Storage
Substrate Challenge: Aggressive daily steam cleanings up to 90°C causing delamination of legacy epoxy, severe organic food acid exposure (lactic/citric), wet slip hazards.
Mechanical Prep: Heavy diamond scarification (ICRI CSP 4) with 8mm x 8mm anchor rebate grooves around all stainless floor drains and perimeter edges.
System Installed: 6.0mm Heavy-duty polyurethane cement mortar screed with 75mm radius coved skirting and antimicrobial silver-ion additive.
Test Verification: Zero cracking or thermal debonding under rapid cycling from -18°C freezer to +90°C steam washdowns.

Engineering Reference: [Client name & submittal documentation on verified consultant request]
[Verified Facility Project Photo] Novolac Chemical Barrier • Mesaieed
Oil, Gas & Petrochemical

Petrochemical Valve Maintenance Workshop

Location: Mesaieed Industrial City, Qatar
Area Scope: 1,400 m² Heavy Overhaul Bay & Chemical Wash Area
Substrate Challenge: Deep hydrocarbon and synthetic gear oil penetration into 35 MPa slab; exposure to aggressive degreasing solvents and hydrochloric acid vapors.
Mechanical Prep: High-heat surfactant degreasing, planetary diamond grinding, and specialized damp-tolerant oil-stop epoxy primer coat.
System Installed: High-functionality Novolac chemical-resistant epoxy coating system (2.5mm DFT) reinforced with bauxite non-slip broadcast.
Test Verification: ASTM D1308 chemical spot testing confirmed impervious barrier to sulfuric acid (70%), kerosene, and mineral oils.

Engineering Reference: [Client name & submittal documentation on verified consultant request]
[Verified Facility Project Photo] Anti-Static ESD Floor • Ras Laffan Hub
Aviation & Defense Electronics

Avionics & Cleanroom ESD Conductive Flooring

Location: Ras Laffan Energy City Support Zone, Qatar
Area Scope: 1,100 m² Avionics Maintenance & Calibration Facility
Substrate Challenge: Strict static mitigation requirements to protect sensitive avionics and explosive components against electrostatic discharge sparks.
Mechanical Prep: Multi-head diamond grinding to ICRI CSP 2 with precision joint chasing and conductive carbon black primer tie-in.
System Installed: Conductive copper strip earthing grid tied to building ground + conductive carbon primer + 2.5mm static-dissipative self-smoothing epoxy topping.
Test Verification: Point-to-point and point-to-ground electrical resistance testing verified within 1.0 x 10^6 to 1.0 x 10^9 ohms meeting ANSI/ESD S20.20.

Engineering Reference: [Client name & submittal documentation on verified consultant request]
[Verified Facility Project Photo] Aircraft Hangar Floor • Doha International
Aviation Maintenance

Commercial Aircraft Hangar Skydrol-Resistant Floor

Location: Doha International Aviation Corridor, Qatar
Area Scope: 4,800 m² Line Maintenance Aircraft Hangar
Substrate Challenge: Exposure to corrosive Skydrol phosphate-ester hydraulic fluids, extreme 50°C solar glare at hangar apron thresholds, massive aircraft wheel point loads.
Mechanical Prep: Captive steel shot blasting (ICRI CSP 3) across open hangar bay, vacuum edge grinding along perimeter trench drains.
System Installed: Deep-penetrating epoxy primer + 2.0mm high-solids body coat + UV-stable aliphatic polyurethane topcoat in high-reflectance light grey (RAL 7035).
Test Verification: 86% specular light reflectivity improving under-wing maintenance illumination; zero softening under 48-hour Skydrol immersion.

Engineering Reference: [Client name & submittal documentation on verified consultant request]
[Verified Facility Project Photo] Multi-Level Car Park Deck • Lusail City
Commercial Infrastructure

Multi-Story Commercial Car Park Traffic Deck

Location: Lusail Commercial District, Qatar
Area Scope: 8,200 m² Intermediate Decks, Turning Radii & Ramps
Substrate Challenge: Dynamic structural slab vibrations, high tire friction on spiraling entry ramps, tire squeal noise reduction, water ingress to lower levels.
Mechanical Prep: Planetary diamond grinding to ICRI CSP 2 with crack bridging flexible polyurethane bandaging across all intermediate cold joints.
System Installed: Flexible elastomeric polyurethane waterproofing membrane (1.5mm) + textured wear course with bauxite aggregate broadcast + UV aliphatic PU seal coat.
Test Verification: DIN 51130 R12 slip rating achieved on steep helical ramps; 100% waterproof barrier verified via ponding tests.

Engineering Reference: [Client name & submittal documentation on verified consultant request]
Engineering Governance

Our Consultant Approval & Quality Control Workflow

Qatar Epoxy executes a rigorous four-stage quality assurance protocol aligned with Ashghal, Qatar Construction Specifications (QCS 2018), and international engineering consultant requirements.

01

Submittal & Material Approval (MAR)

Comprehensive submission of manufacturer Technical Data Sheets (TDS), Safety Data Sheets (SDS), ISO certifications, factory test reports, and third-party laboratory test certificates for consultant sign-off.

02

Method Statement & ITP

Detailed Inspection and Test Plans (ITP) defining hold points, inspection criteria, substrate moisture benchmarks (ASTM F2170), surface profiles (ICRI CSP), and safety risk assessments (RAMS).

03

On-Site Benchmark Mock-Up

Execution of a 20 m² to 50 m² full-scale on-site mock-up demonstrating the exact surface profile, color tone, finish texture, and slip-resistance rating for formal client and consultant sign-off before mass application.

04

As-Built QA/QC Handover

Delivery of comprehensive post-installation documentation including Elcometer pull-off test results, DFT logs, joint sealing records, warranty certificates, and facility maintenance manuals.

Laboratory Verification

Quality Control & Material Testing Standards Matrix

Every flooring system installed by Qatar Epoxy undergoes testing according to international engineering standards.

Test Parameter Standard Specification Testing Equipment Acceptance Criteria in Qatar
Pull-Off Tensile Adhesion ASTM D4541 / BS 1881-207 Automatic Hydraulic Pull-Off Tester ≥ 1.5 MPa (or 100% concrete substrate failure)
Compressive Strength ASTM C579 / BS 6319-2 Laboratory Universal Testing Machine Epoxy: ≥ 70 MPa | PU Screed: ≥ 55 MPa
In-Situ Concrete Relative Humidity ASTM F2170 Electronic In-Situ RH Moisture Probes ≤ 75% RH for standard epoxy (or MVER barrier required)
Concrete Surface Profile (CSP) ICRI Guideline No. 310.2R Visual CSP Replicas & Depth Micrometer Coating: CSP 2-3 | Mortar Screed: CSP 3-5
Abrasion Resistance ASTM D4060 (Taber Abraser) CS-17 Wheels, 1000g Load, 1000 Cycles Weight loss ≤ 45 mg (high-performance wear course)
Pendulum Slip Resistance BS 7976-2 / EN 13036-4 TRL Pendulum Skid Tester PTV ≥ 36 (low slip risk in wet operational conditions)
Direct Subcontractor Engagement

Request Technical Submittal Documents for Your Project

Our engineering desk supplies full Material Approval Requests (MAR), sample boards, Method Statements, and itemized BOQ quotations for main contractors, project managers, and facility owners across Qatar.

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