1. Overall Structural Configuration

The complete structure is therefore larger in functional scope than the nominal 10 × 8m roof footprint.

The source configuration contains 52 pieces of 1 × 2m stage deck, equivalent to approximately 104m² of deck area. Since a 10 × 8m roof covers approximately 80m², the deck quantity indicates that the platform extends beyond the basic covered roof zone, consistent with the original description of an all-round stage / floor arrangement.

2. Aluminum Main Roof Structure

The aluminum roof creates the principal covered area above the stage.

Its main structural hierarchy is:

CS389 × 389 Primary Beam
→ CS289 × 289 Tower / Roof Members
→ CS30 / CL30 Secondary Roof Members
→ PVC Roof Canopy

This division is important because not every aluminum member performs the same function.

Primary Roof Beams

The main beam system uses CS389 × 389mm aluminum square truss with 50 × 3.0mm main tubes.

These members create the main horizontal roof framework.

The original table also contains 1m and 0.5m beam options, but no confirmed quantities are listed for those lengths, so they should not be included as confirmed BOQ quantities for this configuration.

3. Aluminum Tower System

The roof structure is elevated through four aluminum tower positions.

The principal tower columns use CS289 × 289mm truss with 50 × 3.0mm main tubes.

One unusual feature of this configuration is that the aluminum roof towers are not treated as an isolated ground-supported truss system.

The original BOQ specifically identifies 2 × 0.5m steel bases positioned on the scaffolding, showing that the aluminum roof and steel modular structure are physically coordinated within the complete system.

This interface is one of the reasons the configuration belongs in the DragonStructure Hybrid Structure category rather than being treated simply as a standard aluminum roof.

4. Secondary Roof Framework

Above the primary structure, smaller aluminum members establish the roof shape and canopy-support geometry.

This gives the roof a clear primary-secondary hierarchy rather than requiring the large CS389 beam system to create every part of the roof geometry.

5. Ringlock Stage Platform

Below the aluminum roof is a modular Stage Platform Structure built from Ringlock components and aluminum-framed stage decks.

The original BOQ includes 52 pieces of 1 × 2m decks, giving approximately 104m² of working surface.

Stage Platform BOQ

Functionally, the floor system follows a different structural path from the aluminum roof:

Stage Deck
→ Aluminum Deck Support
→ Ringlock Horizontal Grid
→ Ringlock Standards
→ Adjustable Bases
→ Ground

The roof and stage therefore belong to the same event structure, but they do not perform the same structural task.

6. Stage Access and Edge Protection

The floor configuration also includes dedicated stage access and edge components.

These components show that the floor should not be understood merely as a flat deck.

The configuration also addresses:

**platform level

• access

• edge separation

• backstage circulation**

as part of the complete temporary stage.

7. Two Ringlock Side Wings

The most distinctive part of this system is the pair of Ringlock structures positioned on the left and right sides of the main stage.

The source product states that these scaffolding wings can reach approximately 8m high in this configuration.

They use a much denser Ringlock framework than the stage platform itself.

Left & Right Ringlock Wing BOQ

The large number of standards, ledgers and braces demonstrates that these are not simply decorative side frames.

Structurally, they form independent three-dimensional Ringlock zones beside the central stage.

They can be understood as production-support wings whose final use may be adapted according to the event requirement.

For DragonStructure, the important point is the structural role, not automatically assigning an equipment load that has not been confirmed.

8. Why Use Aluminum Above and Ringlock Below?

The core configuration logic is functional division.

Aluminum Roof

Aluminum truss is used where the project needs:

• a large overhead span;

• roof geometry;

• lightweight modular roof members;

• a production framework above the performance area.

Ringlock Platform

Ringlock is used where the project needs:

• a dense modular support grid;

• an elevated floor;

• repeatable 1m / 2m structural bays;

• integrated stairs and edge protection.

Ringlock Side Wings

The Ringlock wings are used where the project requires:

• additional vertical structural zones;

• elevated working platforms;

• modular height;

• dense horizontal and diagonal bracing;

• integration with the main event structure.

The system therefore follows:

Aluminum for overhead span
+
Ringlock for platform and vertical modular support

This is the practical meaning of a Ringlock + Aluminum Structure.

9. How the Complete Structure Works

The structure is easier to understand if divided into three structural paths.

Roof Path

PVC Canopy
→ Secondary Roof Truss
→ CS389 Primary Beams
→ Aluminum Towers
→ Steel / Structural Interface
→ Supporting Base System

Stage Path

Stage Deck
→ Aluminum Deck Beams / Clamps
→ Ringlock Ledgers
→ Ringlock Standards
→ Adjustable Bases
→ Ground

Side-Wing Path

Production / Working Zone
→ Steel Platforms / Ringlock Grid
→ Ledgers + Standards + Diagonal Bracing
→ Adjustable Bases
→ Ground / Stabilization Arrangement

These systems meet within one event layout, but they should not be treated as one continuous load path without project-specific verification.

10. Why the Side Wings Matter

If only the roof and stage platform were considered, this would be a relatively conventional hybrid stage.

The two Ringlock wings change the character of the structure.

They create additional vertical production zones alongside the main performance area.

That means the project can organize the event in three parts:

Left Production Wing
←
Main Covered Stage
→
Right Production Wing

The exact function of those wings can vary from project to project.

For example, a future configuration could use side structures around LED, sound, lighting or other production requirements.

But those uses should not be assumed from this BOQ alone.

If the equipment type changes, the structural requirement also changes.

11. What Changes When the Project Requirement Changes?

Larger Roof

Roof width / depth increases

→ CS389 primary beam arrangement changes
→ tower positions may change
→ secondary roof members change
→ canopy area changes.

Higher Roof

Required roof height increases

→ aluminum tower configuration changes
→ erection arrangement changes
→ complete tower and support condition requires review.

Larger Stage

Required floor area increases

→ deck quantity increases
→ Ringlock standards and ledgers increase
→ diagonal bracing and bases change.

Higher Stage

Finished deck level increases

→ Ringlock vertical arrangement changes
→ bracing changes
→ stairs and handrails change.

Different Side-Wing Function

LED / sound / lighting / working platform requirement changes

→ wing dimensions may change
→ platform positions change
→ local support arrangement changes
→ bracing and base requirements may also change.

This is why the side structures should be configured from the actual production requirement rather than simply copied because another project used an 8m-high wing.

12. Assembly Logic

The exact erection method must follow the final project drawings and project-specific requirements, but the overall modular sequence can be understood as follows.

Step 1 — Establish the Base Layout

Set out:

• Ringlock stage grid;

• aluminum roof tower positions;

• left and right wing positions;

• stairs and access areas.

Step 2 — Build the Ringlock Stage Grid

Install adjustable bases, standards, ledgers and diagonal braces to establish the lower platform structure.

Step 3 — Install the Stage Deck

Install deck-support members, clamps and the 1 × 2m deck panels.

Step 4 — Build the Side Wings

Progressively assemble the left and right Ringlock structures with horizontal and diagonal bracing.

Step 5 — Assemble the Aluminum Roof

Assemble the CS389 primary beams, towers and secondary roof members according to the required roof geometry.

Step 6 — Raise and Complete the Roof

The supplied configuration includes four 2-ton manual hoists associated with the tower system.

Step 7 — Install Access, Platforms and Canopy

Complete stairs, handrails, side platforms and roof-covering elements according to the final layout.

For the broader principles behind modular erection sequencing, refer to Installation Methodology for Modular Stage, Truss & Scaffold Systems.

13. Component Relationship Summary

This is why the system should be classified primarily as a hybrid event structure, not simply as a roof truss or a Ringlock stage.

14. Comparison with a Larger Hybrid Stage

The same basic structural principle appears at a much larger scale in the 20x18m Hybrid Ringlock Stage Structure Breakdown.

Both structures use:

Ringlock for dense modular support
+
Aluminum truss for overhead roof structure

but their scale and configuration are different.

The 10 × 8 × 8m system is useful as a more compact example because the relationship between the central roof, stage floor and two side wings can be seen clearly without the component count becoming as large as a major concert-stage system.

15. Engineering and Verification Boundary

This page explains the structural configuration and component relationship of the supplied system.

It does not establish project-specific:

• allowable roof loads;

• speaker or LED hanging capacity;

• wind resistance;

• ballast requirements;

• foundation requirements;

• safety factors;

• local compliance;

• engineering approval.

The source BOQ includes water tanks and structural base components, but their presence should not be interpreted as proving that a specific ballast requirement has been verified for another site.

For more detail on the boundary between general structural explanation and project-specific engineering, see Safety Standards & Engineering Constraints.

16. Information Needed to Adapt This Structure

To configure a similar system for another project, the most useful starting information is:

• required covered roof width and depth;

• required overall roof height;

• stage width and depth;

• finished stage height;

• required left and right side-wing dimensions;

• intended use of each wing;

• LED dimensions and positions, if applicable;

• sound equipment arrangement, if applicable;

• lighting positions;

• stair and access requirements;

• existing Ringlock or aluminum truss inventory;

• site layout and ground conditions;

• project location and relevant environmental information.

These requirements allow the complete project to be divided into:

**Roof Module

• Stage Module

• Left Wing

• Right Wing

• Access Module**

before the final drawings and BOQ are developed.

Configuration & Pricing

DragonStructure focuses on explaining what the complete structure is, how its modules are configured, and how the Ringlock and aluminum systems work together.

For the original commercial product page, complete BOQ and current DragonTruss configuration, refer to:

View Original DragonTruss Product — Aluminum Truss Roof 10x8x8m with Ringlock Scaffolding Floor and All-Round Stage

Related Structure References

• Hybrid Structure — structures combining different structural systems within one project.

• Ringlock + Aluminum Structure — hybrid systems specifically integrating steel Ringlock with aluminum truss or structural components.

• Stage Platform Structure — temporary elevated stage-support structures and Ringlock stage configurations.

• Ringlock Structure — broader entry point for DragonStructure Ringlock systems.

• 20x18m Hybrid Ringlock Stage Structure Breakdown — a larger Ringlock + aluminum concert-stage configuration for comparison.

Structure Classification

Primary Function: Covered Event Stage with Side Production Structures
System Family: Hybrid Structure
DragonStructure Category: Ringlock + Aluminum Structure
Main Modules: Aluminum Roof + Ringlock Stage Platform + Left Ringlock Wing + Right Ringlock Wing + Stage Access
Nominal Roof Size: 10 × 8m
Nominal Structural Height: 8m