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Portal Frame Structure

SynJect PEB deliver rapid deployment and maximum ROI through BIM-optimized detailing. Millimeter-accurate, factory-fabricated components guarantee seamless on-site assembly, eliminating rework and accelerating your industrial project timeline with dependable consistency.
Pre-Engineered Buildings

Portal Frame Structure

Large-Span,Cost-Effective Solutions for Industrial & Storage Spaces

The Portal Frame is the most mature and efficient light steel structure system in global industrial construction today. Utilizing high-strength H-section columns and tapered beams as the main load-bearing skeleton, combined with cold-formed thin-walled steel (C/Z purlins), S teel portal frame achieves an internal column-free clear span of up to 40-50 meters with extremely low dead weight. Whether for manufacturing workshops requiring frequent heavy material lifting or logistics centers maximizing cubic space, prefab metal buildings cuts construction time in half while ensuring ultimate wind/seismic safety , and significantly earlier production or rental monetization.

COMPONENTS

What This System Includes

01

H Columns · Box Columns · Steel CHS Column · Cruciform Columns · Lattice Column · H Beams · Crane Beams

02

Z Purlins · C Purlins · RHS Purlins · H Purlins · U-Channel Purlins · Anchor Bolts

03

High-Strength Bolts · Sag Rod · Steel Purlin Spacer Tube · Steel Column Bracing

04

Roof Horizontal Bracing · Flange Brace · Eave Strut Purlin

Technical Specifications

Item Specification
Clear Span Utilizing high-strength H-section columns and tapered beams as the main load-bearing skeleton, combined with cold-formed thin-walled steel (C/Z purlins), S teel portal frame achieves an internal column-free clear span of up to 40-50 meters with extremely low dead weight.
Design Codes Shijie Heavy Industry’s engineering team is highly proficient in international design codes, including American Standard (AISC 360), European Standard (EN 1993), Australian Standard (AS 4100), and Chinese Standard (GB 50017).
Steel Grades Q355B/C/D, ASTM A572 Gr.50, S355JR/J2
Welding Standard Welding is performed exclusively by AWS D1.1 or EN ISO 9606 certified welders using qualified Welding Procedure Specifications (WPS) supported by Procedure Qualification Records (PQR) per AWS D1.1 / ISO 15614. Submerged Arc Welding (SAW) and Flux-Cored Arc Welding (FCAW) dominate Complete Joint Penetration (CJP) and fillet welds. Heat input is strictly controlled, achieving weld quality levels conforming to ISO 5817 Quality Level B or AWS D1.1 standards.
Crane Capacity H-section columns are factory-pre-welded with heavy-duty corbels to safely support 5t to 50t overhead cranes, meeting extreme lifting demands in heavy manufacturing.
Wind Resistance By reinforcing secondary framing at roof edges and side walls, and upgrading high-strength bolt connections, the building can be customized to withstand extreme hurricanes up to 250 km/h .
Surface Preparation Structural members undergo automated shot blasting to achieve SSPC-SP10 / NACE No. 2 / ISO 8501-1 Sa 2.5 cleanliness, with a surface profile (anchor depth) of 45–75‌μm.
Coating System High-performance protective coatings are applied using airless spray technology in compliance with ISO 12944 (C3 to CX corrosive environments), featuring Inorganic/Organic Zinc-Rich Epoxy Primers, Epoxy Micaceous Iron Oxide Intermediate coats, and Polyurethane/Fluorocarbon Topcoats. Dry Film Thickness (DFT) is verified using calibrated magnetic gauges adhering strictly to the 90/10 rule.
Execution Class EN 1090-2 EXC2 (cert. 2787-CPR-01627), AISC COSP
Lead Time How long does it take from order placement to shipment for a 10,000 sqm heavy portal frame workshop? The standard cycle is typically 40 to 50 days .

Advantages vs Engineering Considerations

Advantages Engineering Considerations
Maximized Clear SpansUtilizing high-strength H-section columns and tapered beams as the main load-bearing skeleton, combined with cold-formed thin-walled steel (C/Z purlins), S teel portal frame achieves an internal column-free clear span of up to 40-50 meters with extremely low dead weight. To be confirmed
Material & Cost EfficiencyUtilizing high-strength H-section columns and tapered beams as the main load-bearing skeleton, combined with cold-formed thin-walled steel (C/Z purlins), S teel portal frame achieves an internal column-free clear span of up to 40-50 meters with extremely low dead weight. To be confirmed
Rapid Bolted AssemblyOur portal frame system features 100% bolted connections . All cutting, drilling, and full-penetration welding are completed in our automated factory. Your on-site workers only need electric torque wrenches to perform a completely dry assembly like Lego— absolute zero on-site hot work . To be confirmed
Design Flexibility & ExpansionHighly modular design allows for straightforward future expansion simply by adding longitudinal bays without disrupting operations. To be confirmed

Qualification Certificate

Your projects are protected by world-class standards. From CE (EN 1090) to ISO 9001, our qualifications are not just paper—they are the rigorous daily reality on our shop floor.

AISCCEOTCInternational Welder
ISO 9001 Quality Management System

Have drawings or a BOQ ready?

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SynJect factory
SynJect factory
SynJect factory
SynJect factory
SynJect factory
SynJect factory
SynJect factory
SynJect factory

SynJect:Scale. Precision. Certainty.

SYNJECT delivers comprehensive steel structure solutions engineered for the global value chain. From investors seeking ROI to engineers demanding exact compliance, we transform complex blueprints into robust realities—on time and without friction.

From Blueprint to Site. Zero Friction.

Detailed Engineering & Shop Drawing DevelopmentNesting & Material OptimizationRaw Material Incoming InspectionCNC Cutting & Edge PreparationPrimary Structural WeldingWeld Distortion StraighteningNon-Destructive Testing (NDT)Trial Assembly & Shop AlignmentSurface Preparation & Protective CoatingFinal Quality Inspection & CertificationExport Packaging & Logistics ProtectionGlobal Field Erection & Site Management
Stage.01

Detailed Engineering

Utilizing advanced BIM platforms such as Tekla Structures, detailed 3D modeling and shop drawings are executed strictly in compliance with AISC 360 or Eurocode 3 (EN 1993). Connection designs are rigorously verified, with manufacturing drawings generated to ISO 2768-m tolerance standards. 100% clash detection with primary architectural and MEP systems is performed to ensure zero structural conflicts during field erection.

STANDARDAISC 360 / EN 1993
METRIC VALUETolerance ±0.01mm
Stage.02

Nesting & Material Optimization

Intelligent nesting layouts are performed using advanced software like FastCAM/SigmaNEST in accordance with EN 10029 / ASTM A6 dimensional standards. Accounting for cutting kerf (2mm–5mm depending on plate thickness) and thermal contraction allowances, raw material utilization exceeds 92%. Offcuts are digitally barcode-tracked to ensure 100% mill test report (MTR) traceability.

STANDARDEN 10029 / ASTM A6
METRIC VALUEUtilization 95%
Stage.03

Raw Material Incoming Inspection

All structural steel (Q355B/C/D, ASTM A572 Gr.50, S355JR/J2) must be accompanied by EN 10204 3.1 Mill Test Reports (MTR). Incoming quality control conducts 100% dimensional and visual inspections under ASTM A6 / EN 10029, verifying thickness tolerances (Class A/B) and internal lamination integrity via Ultrasonic Testing (UT) to ASTM A435. Chemical composition and mechanical properties are spot-verified by accredited 3rd-party labs.

STANDARDEN 10204 3.1 / ASTM A435
METRIC VALUEClass A/B and ASTM A435
Stage.04

CNC Cutting & Edge Preparation

Plate profiling and component cutting are executed via CNC oxy-fuel, high-definition plasma, and multi-kW fiber laser equipment. Cut surface quality strictly complies with EN ISO 9013 for perpendicularity and surface roughness ±2.5°, Range 3/4 tolerance). Multi-axis CNC beveling machines execute weld prep bevel angles within ±2.5° and root face dimensions within ±1.0 mm.

STANDARDEN ISO 9013
METRIC VALUERa ≤12.5‌μm
Stage.05

Primary Structural Welding

Welding is performed exclusively by AWS D1.1 or EN ISO 9606 certified welders using qualified Welding Procedure Specifications (WPS) supported by Procedure Qualification Records (PQR) per AWS D1.1 / ISO 15614. Submerged Arc Welding (SAW) and Flux-Cored Arc Welding (FCAW) dominate Complete Joint Penetration (CJP) and fillet welds. Heat input is strictly controlled, achieving weld quality levels conforming to ISO 5817 Quality Level B or AWS D1.1 standards.

STANDARDAWS D1.1 / EN ISO 9606
METRIC VALUEISO 5817Level B
Stage.06

Weld Distortion Straightening

Post-weld angular distortion, camber, and sweep are rectified using automated hydraulic flange straighteners and controlled thermal flame straightening. Heating temperatures for High-Strength Low-Alloy (HSLA) steels are strictly maintained between 600℃ - 650℃ (air-cooled, zero water quenching) to prevent microstructural degradation. Post-straightening straightness tolerances meet ±3 mm, conforming to EN 1090-2 Execution Class 2 (EXC2/EXC3) and AISC COSP standards.

STANDARDEN 1090-2 EXC2 / AISC COSP
METRIC VALUETolerances ±3 mm
Stage.07

Non-Destructive Testing (NDT)

NDT protocols are operated by ISO 9712 / ASNT Level II certified NDT personnel. 100% of critical Complete Joint Penetration (CJP) welds undergo Ultrasonic Testing (UT per ISO 17640 / ASTM E164) or Magnetic Particle Testing (MT per ISO 17638 / ASTM E709). Radiographic Testing (RT) is applied as requested for heavy sections. Weld acceptance conforms strictly to ISO 11666 Acceptance Level 1 or AWS D1.1 criteria.

STANDARDISO 11666 Level 1 / AWS D1.1
METRIC VALUE100% UT
Stage.08

Trial Assembly & Shop Alignment

Complex geometries, long-span trusses, and heavy framing undergo 1:1 physical trial assembly or high-precision 3D laser scanning virtual assembly per EN 1090-2 / AISC requirements. Bolt hole alignment is verified (≥ 95% free-pass rate for high-strength bolts), and critical dimensions (span, camber, 3D spatial alignment) are verified within tight tolerance limits (±2.0 mm) to eliminate site fitting risks.

STANDARDAISC / EN 1090-2
METRIC VALUETolerance ±2.0 mm
Stage.09

Surface Preparation & Protective Coating

Structural members undergo automated shot blasting to achieve SSPC-SP10 / NACE No. 2 / ISO 8501-1 Sa 2.5 cleanliness, with a surface profile (anchor depth) of 45–75‌μm. High-performance protective coatings are applied using airless spray technology in compliance with ISO 12944 (C3 to CX corrosive environments), featuring Inorganic/Organic Zinc-Rich Epoxy Primers, Epoxy Micaceous Iron Oxide Intermediate coats, and Polyurethane/Fluorocarbon Topcoats. Dry Film Thickness (DFT) is verified using calibrated magnetic gauges adhering strictly to the 90/10 rule.

STANDARDISO 8501-1 Sa 2.5 / ISO 12944
METRIC VALUE45 - 75‌μm
Stage.10

Final Quality Inspection & Certification

Final Quality Control (FQC) performs a comprehensive holistic audit, inspecting paint aesthetics (zero runs, pinholes, sagging), critical geometry, bolt hole pitches, and laser/stenciled component mark traceability. A complete Manufacturing Data Report (MDR)—comprising MTRs, NDT records, coating inspection logs, and Certificates of Conformance—is compiled to support CE Marking (DoP under EN 1090) and AISC final acceptance.

STANDARDEN 1090 / AISC
METRIC VALUEQA/QC Final Release
Stage.11

Export Packaging & Logistics Protection

Protective packaging is engineered for containerized (40HQ/OT/FR) and breakbulk ocean freight under heavy maritime transit conditions. Structural members are bundled on heavy-duty steel skids with high-tensile steel strapping. Machined connections and contact surfaces are wrapped with VCI anti-corrosion film, EPE foam padding, and heavy rubber cushions. All timber packing complies fully with ISPM 15 phytosanitary standards and IMO Cargo Stowage and Securing (CSS) rules.

STANDARDISPM 15 / IMO CSS
METRIC VALUE40HQ/OT/FR
Stage.12

Global Field Erection & Site Management

We deliver international site erection supervision and turnkey EPCM construction services adhering to OSHA 1926 safety protocols, AISC COSP, and EN 1090-2 erection standards. Field teams, led by multilingual HSE and QA/QC engineers, utilize high-precision total stations to maintain structural plumbness within H/1000$ (≤25mm max). High-Strength Structural Bolting is executed via calibrated Wrench or Turn-of-Nut methods with 100% torque audit documentation.

STANDARDOSHA 1926 / EN 1090-2
METRIC VALUE≤ H/1000

Frequently Asked Questions

What is the estimated cost per square meter for a standard portal frame workshop?

The cost is not fixed; it heavily depends on your local maximum wind speed, snow load, and whether overhead cranes are equipped. Generally, the FOB price for the complete main and secondary steel framing ranges from $55 – $95 / sqm . By providing your dimensions and project location, our engineers will issue a precise BOM estimate within 24 hours.

Absolutely. Our structural engineering team is proficient in mainstream international codes. We will provide complete English structural calculation reports with detailed load combinations and 3D models. Your local Professional Engineer (PE) can directly review, stamp, and submit these documents for government approval.

Without a doubt. For industrial workshops equipped with heavy cranes, we perform specific anti-fatigue dynamic calculations for the H-section main columns and load-bearing corbels. We also add rigid bracing systems in the crane bays, ensuring structural stability even under 24/7 high-frequency operation.

Sufficient. At the beginning of the design, we will request your local 50-year peak wind speed data. By reinforcing secondary framing at roof edges and side walls, and upgrading high-strength bolt connections, the building can be customized to withstand extreme hurricanes up to 250 km/h .

Not at all. Our portal frame system features 100% bolted connections . All cutting, drilling, and full-penetration welding are completed in our automated factory. Your on-site workers only need electric torque wrenches to perform a completely dry assembly like Lego— absolute zero on-site hot work .

We will never let you bear such pointless premiums. For ultra-long main beams exceeding 12 meters, we split them into two or three sections during the design phase. All components are precisely controlled to perfectly fit a 40HC container (internal length 11.8m) , eliminating the need for expensive Open Top (OT) containers or bulk/break-bulk vessels.

For such highly corrosive climates, we mandate an upgraded anti-corrosion system. The main steel frame undergoes Sa2.5 industrial shot blasting before leaving the factory to completely strip mill scale, followed by multi-layer heavy-duty epoxy zinc-rich paint (or full hot-dip galvanization). Secondary purlins will use high-strength galvanized coils with a zinc coat up to Z275.

The standard cycle is typically 40 to 50 days . The timeline breakdown is as follows: within 1-2 weeks after signing the contract, we will output 3D models and shop drawings for your review and approval. Once drawings are frozen, raw material procurement, fully automated CNC fabrication, welding, and coating usually take 4-5 weeks to complete and load into containers.

Get Your 24-Hour BOQ and Cost Plan

See how much steel tonnage and ocean freight you can save before fabrication begins

8–15%

Steel Weight Savings

1:1 Tekla 3D modeling optimizes beam-column ratios to eliminate redundant material costs.

0.0mm

Zero-Clash Code Verification

Checked against EN 1090 and local wind/seismic loads.

100%

Engineer-to-Engineer Review

Verified by our lead engineers—Zero pushy sales calls, Just actionable data and factory price.

CE EN 1090-1•ISO 9001•ISO 14001•ISO 45001

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