Views: 12 Author: Site Editor Publish Time: 2026-07-22 Origin: Site
A large stadium concert stage may appear to be a collection of visual elements:
Giant LED screens.
Powerful line array speakers.
Complex lighting systems.
Large roof structures.
Audience platforms.
FOH towers.
Relay speaker towers.
However, from an engineering perspective, the most important question is not only how these components are installed, but:
How are the loads created by these heavy systems transferred safely through temporary structures and finally into the ground?
During the construction of the 2026 Guangzhou Pearl Beer Festival Music Festival, many different heavy systems were integrated into one temporary event infrastructure.
The project included:
A hydraulic main-stage roof.
Large Ringlock structures.
Multiple LED walls.
Suspended line-array systems.
Large lighting trusses.
FOH control structures.
Relay speaker towers.
Temporary stage systems.
Each component created different types of loads.
Some created mainly vertical loads.
Some created dynamic loads.
Some created overturning forces caused by wind or suspended equipment.
A safe concert structure depends on understanding the complete load path.
The engineering principle can be summarized as:
Equipment
↓
Support Structure
↓
Primary Structure
↓
Base System
↓
Ground Protection
↓
Existing Stadium Surface The equipment itself is only the beginning of the load system.
A stadium concert contains many large components, but their structural requirements are different.
The same support method cannot be used everywhere.
Equipment | Location | Approximate Scale | Main Support Method |
|---|---|---|---|
Main LED Screen | Rear of main stage | 20m × 16m | Stage platform |
Side LED Screens | Both sides of stage | Each 20m × 16m | Ringlock structure |
FOH LED Screens | Audience area | 14m × 10m | FOH Ringlock structure |
Main Line Array | Front of stage | 16 cabinets per side | Apron cantilever beam |
Relay Speaker Tower | Stadium center | 12 cabinets per side | Independent tower structure |
Moving Beam Lighting | Curved stage trusses | 36 units | Aluminium curved truss |
Strobe Lighting | Curved stage trusses | 36 units | Aluminium curved truss |
Roof Lighting | Main roof truss | 4 groups | Roof rigging system |
Hoisting Motors | Roof system | 42 motors | Roof structure |
This table shows an important engineering principle:
The heavier the equipment is, the more important the support path becomes.
A 10-ton LED wall and a 10-ton speaker system do not necessarily require the same structural solution.
The location, height, wind exposure and dynamic behaviour determine the correct design.
In permanent buildings, loads are usually transferred through columns, beams and foundations.
Temporary event structures follow the same engineering logic, but the systems are modular and removable.
Every load must have a controlled path.
For example:
LED Cabinet
↓
Support Beam
↓
Ringlock / Stage Structure
↓
Base Plate + Adjustable Jack
↓
Ground Protection
↓
Stadium Surface Speaker System
↓
Rigging Hardware
↓
Truss / Beam
↓
Main Structural Frame
↓
Base System
↓
Ground Water Tank
↓
Support Platform
↓
Ringlock Ledger System
↓
Vertical Standard
↓
Base Jack
↓
Ground Protection The purpose of engineering is not only to support weight.
It is to control where the weight travels.
Large LED screens are among the most visible heavy loads in a concert venue.
However, different LED locations require different structural solutions.
During this project, three different LED support methods were observed.
The main background LED screen was approximately:
Width: 20m
Height: 16m
Unlike suspended LED systems, this screen was installed directly on the main stage platform.
Its load path was:
LED Cabinet
↓
Stage Support System
↓
Stage Deck
↓
Ringlock Stage Structure
↓
Base System
↓
Ground This method has several advantages:
Shorter load transfer path.
Easier maintenance.
Reduced roof loading.
Better stability for a large rear screen.
The main LED does not need to be supported by the roof because the stage itself provides a direct structural platform.
The two side LED structures were significantly different.
Each side was approximately:
Width: 20m
Height: 16m
They were installed on large Ringlock structures.
The observed side Ringlock dimensions were approximately:
Height: 21m
Width: 24m
Depth: 6m
These Ringlock systems were not simple screen holders.
They also supported:
Line arrays.
Lighting equipment.
Maintenance access.
Technical working areas.
The load path became:
LED Screen
↓
Steel Square Tube Support Beam
↓
Ringlock Ledger
↓
Ringlock Standard
↓
Base Plate
↓
Adjustable Jack
↓
Ground Protection The steel square tubes at the bottom of the LED structure were used to:
Level the LED cabinets.
Distribute the cabinet load.
Reduce alignment errors.
The installation logic of LED screens on Ringlock structures is discussed further in:
How To Install And Fix LED Screens on Ringlock Truss
and
How To Install LED Display on The Ringlock Truss System
The FOH structure also carried large LED screens.
The FOH Ringlock structure was approximately:
Height: 20m
Width: 14m
Depth: 8m
Because the FOH is located inside the audience area, its structural requirements are different from the main stage.
It must support:
LED screens.
Camera platforms.
Control equipment.
Operators.
Technical platforms.
The FOH system is therefore a multifunctional temporary structure.
More details about FOH structures can be found in:
Audio systems create unique structural requirements.
Unlike LED screens, line arrays are suspended.
Their loads include:
Vertical weight.
Dynamic movement.
Rigging forces.
Wind influence.
The main stage used line arrays suspended from the front apron structure.
Observed configuration:
Two main suspension positions.
16 cabinets per side.
The load path was:
Line Array
↓
Rigging Hardware
↓
Apron Cantilever Beam
↓
Main Roof Structure
↓
Primary Columns
↓
Base System
↓
Ground The suspension point cannot simply be selected because it is visually convenient.
It must connect to a structural member capable of transferring the load.
Relay speaker towers create another type of engineering challenge.
They are tall, slender structures exposed to:
Speaker weight.
Wind loads.
Overturning moments.
The observed relay towers were approximately:
Height: 20m.
12 line-array cabinets per side.
Located near the middle area of the stadium.
Their load path was:
Line Array
↓
Tower Top Structure
↓
Vertical Tower Sections
↓
Diagonal Bracing
↓
Tower Base
↓
Ballast + Guy Wire System
↓
Ground The tower stability did not rely only on the vertical structure.
It depended on the complete system:
Tower geometry.
Diagonal braces.
Water ballast.
Guy wires.
Base extensions.
More information:
Why Are Relay Speaker Towers Needed?
Lighting equipment is often underestimated because individual fixtures may not appear extremely heavy.
However, large concerts use many fixtures concentrated in specific areas.
This creates significant local loads.
Under the main roof, three semi-curved trusses were installed.
They supported:
36 moving beam fixtures.
36 strobe fixtures.
The load path was:
Lighting Fixture
↓
Curved Aluminium Truss
↓
Suspension Point
↓
Roof / Stage Structure
↓
Primary Support System The truss does not only carry the weight of the fixtures.
It also transfers:
Dynamic movement forces.
Installation loads.
Cable loads.
The roof system also carried lighting equipment.
Observed configuration:
Four lighting groups.
Each group:
14 cutting lights.
14 beam lights.
Additionally:
42 motors.
Seven groups.
Six motors per group.
The roof was therefore designed not only as weather protection.
It was also a production support structure.
This is why the roof height, structural strength and rigging preparation must be considered together.
Large Ringlock structures were used extensively in this project.
They supported:
LED screens.
Audio systems.
Technical platforms.
Access areas.
The two major side Ringlock structures were approximately:
Height: 21m.
Width: 24m.
Depth: 6m.
The FOH Ringlock structure was approximately:
Height: 20m.
Width: 14m.
Depth: 8m.
A Ringlock structure distributes loads through multiple connected members.
The load path is:
Platform / Equipment
↓
Ledger System
↓
Vertical Standards
↓
Base Jack
↓
Ground Protection
↓
Ground The stability depends on:
Vertical standards.
Horizontal ledgers.
Diagonal braces.
Connection strength.
Base adjustment.
The fundamentals of Ringlock engineering are explained in:
What Is a Steel Ringlock Structure? Applications, Advantages and Event Uses
and
What is steel Ringlock truss and what are its main features
Ballast is another important part of temporary structure engineering.
During this project, water tanks were used for stability control.
Observed configuration:
Capacity: approximately 1 cubic metre.
Location: bottom level of Ringlock structures.
Spacing: approximately every 4 metres.
All tanks installed with supporting platforms.
A common mistake is placing water tanks directly on Ringlock ledgers.
This creates concentrated local pressure.
The correct load path is:
Water Tank
↓
Steel Plank / Platform
↓
Ringlock Ledger
↓
Vertical Standard
↓
Base System
↓
Ground The supporting platform must:
Have enough area.
Distribute the load.
Prevent ledger bending.
Maintain stability.
The tank should also ideally include:
Pallet base.
Forklift access points.
This allows safer transportation and positioning.
A temporary concert structure is built inside an existing stadium.
The ground is therefore part of the engineering system.
The observed protection layers were:
Stadium Surface
↓
Waterproof Plastic Sheet
↓
Anti-slip Felt
↓
Plastic Modular Floor
↓
Steel Plate (Heavy Load Area)
↓
Temporary Structure On grass areas, additional modular plastic flooring was used.
The purpose was:
Load distribution.
Surface protection.
Stable working conditions.
Reduced point pressure.
A structure may be strong enough, but if the ground beneath cannot receive the load safely, the entire system becomes unsafe.
The main stage itself is also a heavy load system.
Observed stage height:
Approximately 2 metres.
The structure followed a standard Ringlock stage configuration with:
Vertical supports.
Cross braces.
Base adjustment systems.
The load path:
Stage Surface
↓
Deck Frame
↓
Ringlock Support
↓
Cross Bracing
↓
Base Jack
↓
Ground Protection The stage must support:
Performers.
Instruments.
Equipment.
LED systems.
Moving loads.
One of the biggest misunderstandings about event construction is:
If the structure is strong, why not put the equipment anywhere?
Because strength alone is not enough.
Engineers must consider:
A 1-ton load in the centre of a structure is different from a 1-ton load at the edge.
A small contact area creates higher local pressure.
The load must enter through designed members.
The surface below must also receive the load.
Some loads create overturning forces rather than only downward pressure.
For example:
A water tank.
A speaker tower.
A suspended LED frame.
All require different solutions.
Large event structures always involve balancing different requirements.
Engineering Choice | Purpose |
|---|---|
Aluminium roof system | Reduce dead load while maintaining strength |
Ringlock structure | Flexible high-capacity modular support |
Steel support beams | Improve LED alignment and load distribution |
Ballast tanks | Increase stability against movement |
Ground protection system | Protect stadium surface and distribute pressure |
Adjustable bases | Correct uneven ground conditions |
The goal is not to make every component stronger.
The goal is to create a complete, balanced system.
Heavy equipment management is one of the most important parts of large concert engineering.
The challenge is not simply supporting weight.
It is controlling how every load travels:
From:
LED cabinets.
Speakers.
Lighting fixtures.
Roof systems.
Platforms.
Ballast tanks.
Through:
Trusses.
Ringlock structures.
Beams.
Columns.
Base systems.
Into:
Ground protection.
Stadium surfaces.
A successful temporary concert structure is therefore not built by adding stronger components randomly.
It is created by designing a complete load-transfer system.
In large event engineering, safety does not come from one strong element. It comes from every load having a clear and controlled path from equipment to ground.
The DragonStage 11x6x7m Covered Concert Roof Truss System combines an 11m-wide × 6m-deep × 7m-high main stage roof with two 2m side PA speaker wings.
The illustrated configuration features a pitched aluminum roof framework with a blue roof canopy, four main support towers, two independent speaker towers, and a matching modular stage platform with guardrails and dual stair access.
Designed for concerts, festivals, live performances, community events, and temporary outdoor productions requiring a coordinated stage roof and separate speaker-support positions.
The DragonStage 10x5x7m Aluminum Pitched Roof Truss System is a modular concert-stage structure featuring a 10m-wide × 5m-deep × 7m-high main roof frame with 2m side speaker wings on both sides.
The configuration combines a pitched aluminum roof-truss framework, four main support towers, two additional side speaker towers, and a matching modular stage platform as illustrated. It is designed for concerts, festivals, live performances, community events, and temporary stage productions requiring separate side positions for line-array or PA equipment.
The DragonStage 32x24x18m Large Ringlock Scaffold Roof Truss Structure combines a large modular Ringlock support system with a heavy-duty aluminum pitched-roof truss framework.
Designed for stadium-scale ceremonies, festivals, cultural performances and large outdoor event productions, the system integrates extensive scaffold support zones, heavy aluminum roof trusses, custom roof connectors, tensioning components and a large roof canopy.
The drawing identifies a nominal 32m × 24m × 18m configuration, with the overall height shown at approximately 18.21m.
A wide low-profile cable protector ramp designed for temporary event areas where power, audio or signal cables need to cross pedestrian routes.
The ramp measures 1270 × 900 × 60mm (50 × 35.4 × 2.36in) and provides multiple 46 × 46mm (1.81 × 1.81in) 20kg cable channels beneath a hinged yellow cover. Wide sloped side sections create a smoother crossing surface for pedestrians, carts and wheelchair users compared with conventional narrow cable protectors.
A complete professional event sound package combining 16 dual-12-inch passive line array speakers, 10 dual-18-inch subwoofers, 6 stage monitors, dedicated Class-D power amplifiers, dual 4-in/8-out DSP processors, power management, wireless microphones, rigging frames, flight cases, amplifier racks and cabling.
This system is designed for concerts, live performances, festivals, touring productions and other professional event sound applications where the customer needs a coordinated PA package rather than individual speakers.
For other professional audio systems, see Stage Sound.
The DragonStage 15×10×8m Aluminum Curved Roof Truss System is a modular concert-stage roofing structure featuring a curved overhead truss framework, four main support towers, and two additional side-wing towers.
The system uses CS389×389mm and CS289×289mm aluminum spigot truss, sleeve block assemblies, BA05 manual hoists, tower bases, outriggers, and a PVC roof canopy. The side wings extend the configuration for additional event-production arrangements, subject to the final equipment layout and verified loading requirements.
Designed for concerts, music festivals, touring productions, and temporary entertainment stages, this system can be supplied with matching modular stage platforms and accessories.
The DragonStage Custom Five-Point Star Aluminum Truss is a decorative event structure designed for wedding backdrops, stage displays, photo areas, exhibition decoration, and artistic event installations.
Featuring a distinctive pentagram-style star shape, the product is available in 2.5×2.63m, 3×3.15m, and 4×3.8m configurations, with selected 200mm and 300mm truss section options.
The customized star geometry provides an alternative to conventional square, rectangular, or circular event truss structures.
The DragonStage 9x6m Bolt Truss Gantry System is a modular event-support structure featuring two vertical truss towers, a horizontal bolt-connected truss beam, tower-head assemblies, base plates, and diagonal outrigger bracing.
With a nominal horizontal dimension of 9m (29.5ft) and a height of 6m (19.7ft), this open-frame structure is intended for event lighting, stage production, backdrop framing, and temporary gantry applications. Final truss specifications, support arrangements, and equipment loads are confirmed according to the project requirements.
The DragonStage 36x18x12m Large Concert Stage Roof Truss System is a large-format modular event structure featuring a multi-tower truss support system, an elevated overhead truss framework, and a modular stage platform with guardrails and stair access.
With nominal dimensions of 36m wide × 18m deep × 12m high (120ft × 60ft × 40ft), this configuration is intended for large concerts, music festivals, live performances, and temporary entertainment productions requiring an extensive stage area and overhead structural framework.
The DragonStage 6.72x4.89m modular event stage combines a 0.6m-high red stage platform with a 7.7m-wide, 4.4m-high rear box truss gantry. The open-top configuration provides a raised performance area and a separate overhead truss frame for event backdrop and production applications. Suitable for concerts, school performances, ceremonies, and indoor events, with final accessories and rigging requirements confirmed according to the project.
The DragonStage 25x10m Ringlock Grandstand is a large modular spectator-seating system designed for temporary sports events, school competitions, festivals, public performances, and other audience gatherings. Measuring 25m wide × 10m deep, the illustrated configuration features tiered seating, two access aisles, and three-sided guardrails. The specified main height is 2.5m, with an overall height of 3.5m. The modular Ringlock system can be configured according to the required seating layout, access arrangement, and project conditions.
The DragonStage 2.44x1.22m Portable Aluminum Stage Kit is a compact 8x4ft temporary event platform supplied with one access stair. Designed for small outdoor concerts, DJ performances, speeches, ceremonies, promotions, and temporary event use, the modular stage can also be combined with additional compatible 4x8ft units when a larger platform is required.
The DragonStage 3.8x3.4m Aluminum Arch Truss Gateway is a compact curved entrance structure built from 290×290mm spigot truss with 300×500mm base plates. With overall external dimensions of approximately 3800mm wide × 3400mm high, it is designed for wedding entrances, exhibition gateways, red-carpet areas, event decoration, photo zones, and other temporary event displays.
DragonStage 632x210x165mm Black Aluminum U-Frame Top Drop Arm for Moving Head Lighting Suspension
The DragonStage 5.49x1.22m Straight Aluminum Event Stage Ramp provides a direct access route for wedding stages, corporate events, ceremonies, hotel functions, and other temporary platforms. The ramp measures approximately 18ft long × 4ft wide (5.49 × 1.22m) and uses modular 4 × 4ft / 1.22 × 1.22m deck sections with 1m / 3.28ft high guardrails along both sides.
The DragonStage 3.0x1.22m Compact Aluminum Stage Transition Ramp provides a short, direct access route between ground level and temporary event stages. With an overall length of approximately 3.0m / 9.84ft and a width of approximately 1.22m / 4ft, the ramp uses modular aluminum stage components and includes 1m / 3.28ft high guardrails on both sides.
The DragonStage 7.84x1.23m Narrow Straight Aluminum Stage Access Ramp provides a direct route between ground level and an elevated temporary stage for performers, speakers, technicians, event staff, and production crew. Its slim footprint measures approximately 308⅝ × 48⅜ in (7.84 × 1.23m) and uses modular 4 × 4 ft / 1.22 × 1.22m ramp deck sections with 1m / 3.28ft high guardrails along both sides.
The DragonStage 7.32x3.05m Compact Switchback Aluminum Stage Service Ramp provides a continuous access route for AV carts, production trolleys, touring equipment, technicians, and stage crew. Its compact U-shaped footprint measures approximately 24 × 10 ft (7.32 × 3.05m) and uses standard 4 × 4 ft / 1.22 × 1.22m modular ramp decks with 1m / 3.28ft high guardrails along both sides.
The DragonStage 7.40x8.26m L-Shaped Aluminum Backstage Loading Ramp is designed for moving flight cases, lighting cases, audio equipment carts, cable boxes, production trolleys, and event equipment between ground level and temporary stages. The 90-degree layout has an overall footprint of approximately 291⅜ in × 325¼ in (7.40m × 8.26m) and uses standard 4 × 4 ft / 1.22 × 1.22m modular deck sections with 1m / 3.28ft high guardrails along both sides.
The DragonStage 9.82x3.23m Switchback Modular Aluminum Event Stage Ramp is designed for temporary stages requiring a continuous access route for wheelchairs, performers, event staff, carts, and wheeled concert equipment. The compact U-shaped layout measures approximately 386⅝ in × 127¼ in (9.82m × 3.23m) and uses standard 4 × 4 ft / 1.22 × 1.22m modular ramp deck sections with 1m / 3.28ft high guardrails along both sides.
FOSHAN DRAGON STAGE
No.7,Xiaxi Industrial Area,Heshun,Nanhai District,Foshan,528241,Guangdong,China.
+86 136 3132 8997
