ZSJH
| Availability: | |
|---|---|
Start with shop frontage, lease depth and anchor-tenant requirements. Align columns with lease boundaries where practical so structural members do not obstruct entrances, display windows or circulation. A larger span can serve anchor stores, while smaller repeated bays can suit ordinary shops. Future subdivision is planned within structural limits; moving a partition does not make a load-bearing element movable.
Zone | Coordination priority |
Retail units | Clear shop entrances and adaptable partition lines |
Public corridors | Column and bracing positions coordinated with customer movement |
Atrium and escalators | Opening edges, support reactions and installation access |
Back of house | Service access and plant rooms separated from customer routes |
Public circulation, occupancy and escape provisions must be resolved with the architectural design and local requirements. ZSJH coordinates the steel frame around the approved arrangement rather than assigning a universal corridor width.
Coordinate duct routes, cable trays, sprinkler mains and drainage with beam depths and ceiling zones. Plant supports need equipment weights, operating effects and maintenance clearances. Beam penetrations require an engineered location and reinforcement detail where necessary; unapproved cutting on site can compromise the frame.
For tenant fit-out, identify which interfaces are fixed by the building and which remain for each tenant. This makes the structural package easier to coordinate across several design teams.
The following are customization inputs rather than fixed stock specifications. Dimensions, design loads and member sizes are finalized through engineering and approved drawings.
Item | Project configuration |
Building form | Single or multiple levels with tenant modules |
Column grid | Set by shop frontage, lease depth and public corridors |
Primary structure | Steel frame with beams or trusses where longer spans are needed |
Floor system | Composite deck and concrete slab or an approved alternative |
Vertical openings | Atrium, escalator and lift openings designed into the frame |
Roof loads | Confirm plant, signage, maintenance and any photovoltaic loads |
Envelope interfaces | Cladding or curtain wall brackets with movement allowances |
Expansion | Future bays and joints assessed at concept stage |
Steel Structure Accessories & Supporting Products
Steel Raw Materials
Agree applicable GB, EN or American material, design and acceptance standards before production. Specify Q235B, Q355B, S275, S355, ASTM A36 or A572 grades as appropriate; substitutions require engineering approval.
Tenant plan → Structural grid → Circulation and opening review → MEP interface freeze → Detailed drawings → Written fabrication approval → Fabrication and inspection → Export packing → Delivery and agreed erection support
Resolve atrium edge beams, escalator reactions and façade interfaces before releasing their members. Shop numbering and erection sequence can be coordinated with the project phases.
Have Questions About Design, Loads or Delivery? Send Us Your Drawings for a Free Quote. We can support structural design and detailing when a complete steel package is not yet available.
Email: sales@zsjhsteel.com | WhatsApp: +86 151 2258 2058