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Release date:Oct 23, 2026
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Large panel construction in prefabricated structures and volumetric modular construction differ primarily in what arrives at the site and how the building is completed. Large-panel systems deliver two-dimensional building elements for on-site assembly, while volumetric modular systems use three-dimensional building units. A useful comparison must account for the structural system, shipping configuration, and level of factory completion.
For overseas projects, system selection belongs within the wider delivery strategy. Chengdong’s engineering camp solutions combine different building types for accommodation, offices, and supporting facilities. Comparing these options requires understanding how manufacturing, logistics, and site work connect—not simply comparing product prices.

The comparison starts with the supplied elements and their role in the completed building. Labels such as “prefabricated” or “modular” are insufficient unless the proposal identifies the structural arrangement and level of factory completion.
Large panel construction in prefabricated structures must be defined by material, function, and connection method. A load-bearing precast concrete wall, a framed wall panel, and a non-load-bearing enclosure panel cannot be treated as equivalent components.
The distinction between structure and enclosure is important. The Concrete Centre explains that precast cladding panels may be supported by a building frame or designed as load-bearing elements supporting floors. Appearance alone does not establish whether a panel is load-bearing or functions only as an enclosure element.
In this comparison, large panel construction refers to systems assembled on site from large prefabricated panels. Each proposal must identify the panel material, its structural role, and how it connects to the rest of the building.
Volumetric modular construction uses three-dimensional building units manufactured off site and connected on site. The proposal should identify which structural elements, finishes, and building services are completed before dispatch.
Chengdong’s modular accommodation units can be used independently or combined to create different layouts. Their factory production and configurable arrangements illustrate modular supply, while comparison with large-panel systems still requires separate technical and commercial specifications.
The central distinction is the allocation of work between factory and site. A comparison should identify which activities are completed before dispatch, which remain after delivery, and who manages each interface.
Large-panel systems require coordinated panel supports, connections, joints, and installation tolerances. Guidance for architectural precast concrete addresses load transfer, movement accommodation, durability, and dimensional adjustment. Those connection details should not be applied automatically to lightweight framed panels or other enclosure systems.
Volumetric modules also require site connections. Structural connections between modules, inter-module joint sealing, and continuity of weatherproofing and insulation need defined installation procedures and inspection criteria.
A higher level of factory completion does not eliminate interface work. It changes where that work occurs and which connections remain accessible during assembly.
Large-panel proposals should state whether electrical routes, plumbing provisions, insulation, and finishes are incorporated into the supplied panels or completed later. “Prefabricated panel” does not establish how much of the finished room is included.
Volumetric proposals need the same clarity. Factory-installed building services systems must be distinguished from connection provisions, while inter-module connections and external utility connections should be listed separately.
For both approaches, the procurement schedule should identify design approvals required before manufacture. Changes to openings or building services routes may affect multiple components and drawings.
Large panel construction in prefabricated structures should be evaluated against the actual delivery route, not an assumed transport advantage. Panel dimensions, weight, support requirements, and protection of edges or finishes influence the shipping and handling plan.
Volumetric modules introduce different overall transport dimensions. Buyers should check route restrictions, site access, lifting arrangements, and the configuration in which units will be shipped.
Flat-pack modular products require a separate logistics assessment. A unit assembled into a three-dimensional module on site should not be assumed to have the same level of factory completion or installation scope as a module transported in assembled form. Quotations should identify the shipping configuration and list the work required after delivery.
Both approaches require delivery sequencing and suitable working space. For precast panels, the Concrete Centre identifies panel design, crane usage, and delivery planning as connected considerations.
System selection should follow the required spaces, installation conditions, and agreed performance criteria. A project may contain several building functions that do not benefit equally from one delivery method.
Repeated accommodation rooms provide a basis for assessing standardized module layouts. Larger dining, meeting, or shared spaces require separate review of structural arrangements, openings, circulation, and building services.
The same caution applies to large-panel systems. Apparent layout flexibility does not establish allowable spans or opening sizes; these must be verified for the selected structural system.
Where other building types are considered, customizable light steel buildings offer a distinct design route with project-specific layouts and material selection. They should not be classified automatically as large-panel systems or volumetric modules without confirming the proposed construction method.
Remote delivery planning should test each proposal against available lifting equipment, installation skills, storage, and access. Reducing one activity may increase another, making the full installation sequence more informative than a single productivity claim.
Climate adaptation also needs coordinated review. Panel joints, inter-module joints, insulation continuity, drainage, and heating or cooling provisions should be assessed against the same project-specific climate-related performance requirements.
Factory production, layout customization, and climate adaptation should therefore be reviewed as project-specific capabilities. Supporting drawings and specifications need to demonstrate how the proposed solution addresses the actual conditions.
A valid comparison of large panel construction in prefabricated structures and volumetric modules uses the same completed-building boundary. Comparing bare panels with fitted modules produces a price difference, but not a reliable procurement conclusion.
| Comparison area | Information needed |
| Structural system | Load-bearing elements, supporting structure, connections, and foundation interfaces |
| Level of factory completion | Included enclosure components, finishes, fittings, and building services systems |
| Transport and handling | Shipping configuration, transport dimensions, route constraints, protection, and lifting arrangements |
| Remaining on-site work | Assembly, structural connections, joint sealing, building services connections, and finishing |
| Inspection and handover | Inspections, tests, commissioning where applicable, acceptance criteria, and handover records |
Chengdong’s camp EPC offering provides a framework for coordinating engineering, procurement, and construction responsibilities. The contract must still identify exclusions and work retained by the buyer or local contractors, regardless of the selected building system.
The term needs a project-specific material and system definition rather than an assumption based on panel size. Procurement documents should identify whether the panels are load-bearing, non-load-bearing, or supported by a separate frame. Connection details should be reviewed for that specific system.
The answer depends on the level of factory completion and remaining installation scope. A meaningful comparison lists assembly, structural connections, joint sealing, building services connections, finishes, and inspections. The shipping configuration must also be considered.
They can be considered within a coordinated project strategy, but compatibility must be established through design. Structural interfaces, movement, weatherproofing, circulation, and building services require assigned responsibilities. Combining systems should resolve project needs rather than introduce unmanaged interfaces.
Choosing between large-panel systems and volumetric modules requires a defined building brief and a complete delivery comparison. Structural roles, factory completion, transport conditions, site resources, and acceptance criteria matter more than broad claims about speed or economy.
For a project-specific review, email chengdong@cdph.com.cn with the location, intended building functions, preliminary layouts, access constraints, and required completion scope. These inputs help establish which documented product options merit further assessment and where additional engineering information is needed.
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