Temporary fencing
Custom Temporary Welded Mesh Fencing
Rigid welded mesh in a movable frame and base assembly.
View productWe manufacture custom temporary welded mesh panels and coordinate portable fencing, pedestrian barriers and deployment packages for contractors and rental fleets. The buying decision includes the frame, infill, feet, connectors and replacement parts. We develop the supply schedule around those compatible assemblies, with packing arranged for the way your equipment will be moved and reused.

THE FENCINGWISE RANGE
4 products
Temporary fencing
Rigid welded mesh in a movable frame and base assembly.
View productTemporary fencing
Woven diamond mesh held in a movable frame.
View productTemporary fencing
Linked rail barriers with supporting feet.
View productTemporary fencing
Repeatable panels and supports for relocatable boundaries.
View productTry a broader term or clear the filters to see the full range.
Temporary fencing and pedestrian barriers solve different boundary problems. A tall panel encloses a working area; a linked barrier guides people through a route. A rapid-deployment package groups the required panels and supports for an identified layout. Choose that duty first, then compare construction and fleet compatibility within the relevant product group.
| Product family | Useful buying comparison | Maintenance and handling question |
|---|---|---|
| Welded mesh panels | Rigid grid, frame section, mesh-to-frame attachment and compatible bases. | Can the agreed repair method address damaged infill, or is the panel the replacement unit? |
| Framed chain-link panels | Woven fabric, perimeter retention, ties, bracing and stand connection. | How will fabric edges and attachments be checked after repeated moves? |
| Pedestrian barriers | Link geometry, infill arrangement and fixed or removable feet. | Can the route accommodate the foot projection, and can loose feet be controlled in storage? |
| Rapid-deployment packages | A complete module with the specified supports, restraints and access units. | Which pieces belong to each kit, and what equipment handles the packed units? |
These families are not interchangeable simply because they are portable. Ordinary guidance barriers are distinct from tested crowd-restraint or vehicle-impact systems. For woven fabric without frames, use the chain-link roll collection.
Overall panel width does not describe the lower connection. Leg centres, finished tube dimensions, socket depth and the foot orientation determine how a frame sits in its base. Clamps must also suit both adjoining tubes and the intended gap between panels.
For a new fleet, establish one documented panel-to-base and panel-to-panel combination. For replenishment, identify the equipment already held before changing a tube, foot or coupler. The feet, clamps and braces guide explains the different counting units and why complete couplers should be distinguished from loose clamp halves.

A barrier that shares the same height as an existing unit may still have different hooks, loops or foot attachments. The mating ends control whether a line connects and how it opens at an access point. Foot projection affects the occupied walking space, not just transport dimensions.
Fixed feet stay with the barrier but influence nesting and rack shape. Removable feet create separate handling and inventory items. Compare crowd control barrier details using the actual route and storage method; choosing a lower-profile foot by appearance alone does not resolve the complete arrangement.

For temporary welded mesh, the wire grid and its frame attachment are separate fabrication details. For framed chain link, the fabric edges, retention and tensioned condition need their own description. Both require an identified frame section and wall thickness. “Heavy duty” does not tell a buyer what material is being supplied.
| Custom option | What to put on the order | Why the distinction matters |
|---|---|---|
| Frame and infill | Finished outline, tube section and wall thickness; wire, mesh and attachment detail. | A similar front view can conceal a different frame or infill construction. |
| Support interfaces | Leg centres and projection, socket or stand geometry, clamp contact and bolt access. | A new batch must fit the approved supports in its finished condition. |
| Surface treatment | Treatment of frame, infill, welds, cut ends and loose fittings; colour where required. | Different fabrication sequences can leave different local finishing needs. |
| Fleet components | Panel, foot, coupler, brace and spare-part references, plus authorised repair units. | A panel count alone cannot identify missing accessories or the cost of keeping a fleet usable. |
The Heras M350 technical sheet publishes a 3500 × 2000 mm width-by-height panel with a 355 × 100 mm height-by-width mesh opening. These dimensions illustrate one industry configuration. They are quote references, not a FencingWise stock specification, a universal temporary-fence size or evidence that another base will fit.
A useful request gives overall frame dimensions and the installed module pitch separately. Connector spacing can change the occupied run length. Add the required frame and wire construction, feet and couplers to that request; our offer then identifies the supplied combination and accepted drawing dimensions.
Temporary equipment is handled, stacked and returned between uses. Describe whether galvanising occurs on the input material or after the relevant fabrication, and how welds and cut areas are treated. Where a coloured finish is required, include the preparation and acceptance requirements rather than relying on a colour name to describe protection.
Consider contact points in the pack and repeated contact at clamps and feet. Separators and a suitable restraint arrangement can protect finished faces during transport; identifiable replacement parts help maintain a consistent assembly. Routine inspection should look for frame distortion, infill detachment, loose links and damaged support connections as well as coating condition.
Bases, braces, ballast and anchors belong to the selected arrangement. Screening changes the exposed surface, and a gate changes the geometry and operation of the line. Give the material schedule the same layout reference as the project design, including ends, corners, access points and screened sections.
HSE’s temporary-works guidance explains why design assumptions must suit the actual ground and site conditions. We use the supplied design to define the material scope; a successful fit trial is not a wind-capacity test. Site planning is developed further in the construction-site and event application guides.
A panel-only price omits the effect of feet, couplers, braces, access units and handling equipment. Frame and wire material, infill attachment, finish, custom interface work and separate pack types all affect the offer. Compare the same installed arrangement and identify whether spares are additional to installation quantities.
For rental buyers, the next deployment adds inspection, sorting and replacement-part work. An inexpensive panel can be costly to manage if it introduces another incompatible foot or clamp. Conversely, a new family may be useful when it solves an identified duty and can be stored separately. Evaluate the repair unit and replenishment route with the initial quotation, rather than assuming all future repairs use generic parts.
A representative approval can include adjacent finished panels, their feet and a complete connector. Record seating, joint alignment and tool access against the drawing, together with the sample references. Include special barrier links or gate connections when they differ from the straight run. This exposes fit problems before a larger fleet becomes mixed.
Specify actual pack footprint and mass, separators, restraint and the unloading method for the offered arrangement. Keep feet and small parts in counted, labelled groups. On return, identify serviceable equipment separately from items awaiting assessment; the number of returned panels does not establish that their accessory kit is complete. Our stacking, transport and reuse guide covers the associated depot records.
A panel-only enquiry is possible when the retained support system is identified. Provide the foot reference, socket and leg measurements, clamp details and an assembled view. The offer can then distinguish new panels from retained parts and identify the approved combination.
Compare route footprint, storage shape and control of loose parts. Fixed feet remain attached during handling; removable feet need separate counts and secure attachment. The preferred option depends on your barrier design and depot process, not just the number of panels per load.
Include proposed banner coverage in the layout review before reuse. Added screening changes the surface exposed to wind and may change the support arrangement. The original panel dimensions and a previously accepted open-mesh layout do not settle the screened configuration.
Use the installed module dimension and the actual junction detail. Then count ends, corners, gates and their supports separately. Overall frame width is useful for fabrication and packing, but the connection gap may affect installed length and the resulting component quantities.
List the requested spare references separately from complete panels and installation kits. Replacement infill must follow the selected panel’s approved repair arrangement. Complete couplers should identify their halves and fasteners, so a spare-parts pack is useful when the equipment returns from site.
Send a temporary-fencing fleet or project enquiry with the intended duty, panel and support references, quantities, retained equipment and transport requirements. For coordinated no-dig or relocatable kits, include the rapid-deployment package and its approved layout in the same schedule.
Send the layout, panel quantities, support specification and any existing component dimensions. Include planned screening and access openings.
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