By application · a live carriageway
Municipal road works fencing: the works, the lane and the trench
A road works does not have one perimeter, it has three: the frontage the public walks past, the lane the traffic is pushed out of, and the open trench or pit the crew works in. Each one is a different product, and they are ordered together far more often than separately. This page sets out the three lines, the published sections each is built from, and the figures that are deliberately left to the drawing because the site decides them.
On this page: what a road works perimeter has to do (01), the recommended three-product configuration (02), a selection table from site condition to specification (03), six procurement notes (04), the enquiry checklist (05), and five questions answered only from what this site publishes (06).
Three lines, three products, one order
Traffic diversion first. The lane has to move before anything else can be built, and it has to move without a fixing in the road surface. That is the tall water-filled barrier: 102 cm long, 183 cm high and 400 mm wide, 8–9 kg empty and about 100 kg filled, interconnecting end to end. The manufacturer states it withstands wind force of grade 7–8 and works between −40 °C and +60 °C, which is what makes it a temporary line rather than a permanent one. It is not a vehicle barrier in the impact sense: the crowd-control and barrier products are for separation, and the road guardrails are the products that take an impact.
The frontage, seen every day. Where the works sit on a street rather than a motorway, the public reads the site through its hoarding. The municipal hoarding puts a 220 × 300 × 0.9 mm galvanised post at each station, an 80 × 80 × 1.0 mm concealed post behind the panel joint so the 480 mm white over 400 mm grey face stays flush, and a 50 × 50 × 0.9 mm brace behind the run. Where the frontage runs along an open carriageway and the face has to breathe, the perforated hoarding uses a 1200 × 2000 mm sheet at 0.5–0.8 mm with Φ10 mm holes on a steel-tube support.
The trench is the hazard. The excavation edge guardrail is the line that keeps the crew and the public out of the open edge. In the specified build the panel is 1.1 × 1.7 m, welded from 2 cm × 4 cm square tube with 50 × 50 mm mesh and 3.5 mm wire, on an 8 cm square-tube post 1.3 m high, at 2 m post spacing, fixed with Φ14 expansion bolts through an 8 mm × 15 cm × 15 cm base flange. The page also cites the rule it works to: excavation edges of pits deeper than 2 m must be fitted with protective railings.
And the barrier that has to take the impact. Where the job needs a vehicle barrier rather than a separation line, the range splits in two and the split matters. The W-beam steel road guardrail is the standardised corrugated-beam system published against JT/T 281—2007. The road guardrail is the general road and municipal line, made to the project specification, and it quotes no JT/T figures. They are never substituted for one another.
The three lines a road works order is built from
Frontage, lane, trench. Where a fourth line is needed it is usually the impact barrier, and that is a separate decision made on the standard the barrier is written against.
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Municipal Hoarding
Post 220 × 300 × 0.9 mm galvanised tube, concealed post 80 × 80 × 1.0 mm, 480 mm white panel over 400 mm grey, brace 50 × 50 × 0.9 mm, flange plate and expansion bolts.
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Water-Filled Barrier
Tall blow-moulded unit: 102 cm long, 183 cm high, 400 mm wide, 8–9 kg empty and about 100 kg filled, interconnecting, wind force grade 7–8, −40 °C to +60 °C.
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Excavation Edge Guardrail
Panel 1.1 × 1.7 m on an 8 cm square-tube post 1.3 m high, 50 × 50 mm mesh, 3.5 mm wire, post spacing 2 m, Φ14 expansion bolts through an 8 mm × 15 cm × 15 cm flange.
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Site condition to recommended specification
Read down the left column for the condition on the site; the middle column is what this site publishes for it. Nothing in the table is a figure that is not already printed on a product page.
| Site condition | Recommended specification | Why it suits |
|---|---|---|
| A street frontage that stands for the contract | Municipal hoarding: 220 × 300 × 0.9 mm galvanised post, 80 × 80 × 1.0 mm concealed post, 480 mm white over 400 mm grey panel, 50 × 50 × 0.9 mm brace, flange and expansion-bolt foot | The deep post carries a long run, the concealed post keeps the face flush, and the bolted foot comes up again without cutting the hoarding |
| A long frontage that must let wind through | Perforated hoarding: 1,200 × 2,000 mm galvanised sheet, 0.5–0.8 mm, Φ10 mm perforations, steel-tube support at 0.7 mm wall, electrostatic spray finish | A perforated face relieves the panel on an exposed carriageway and still closes the works |
| A lane closed for a shift and re-opened | Water-filled barrier, tall type: 102 cm long, 183 cm high, 400 mm wide, about 100 kg filled, units interconnected, wind force grade 7–8, −40 °C to +60 °C | No groundwork and no fixing in the road; the units interconnect into a line and are emptied to move |
| An open trench or pit beside the route | Excavation edge guardrail, specified build: panel 1.1 × 1.7 m, 50 × 50 mm mesh, 3.5 mm wire, post 8 cm square tube at 1.3 m, post spacing 2 m, Φ14 expansion bolts on an 8 mm × 15 cm × 15 cm flange | Panel and post are the published sections; the panel bottom sits 20 cm above ground and the post top is flush with the panel top |
| A vehicle barrier to the published highway standard | W-beam steel road guardrail: 4,320 mm panel net 4 m, 4 m post spacing, twin-wave 310 mm or triple-wave 505 mm, 85 mm wave height, 3 mm or 4 mm plate, Φ114 / Φ140 mm posts at 4.5 mm wall, JT/T 281—2007 | Every dimension is a published figure of the standardised system, including the 250 panels and 250 posts in a kilometre |
| A municipal barrier drawn to the authority's detail | Road guardrail, made to the project specification from barrier units, beam and rail sections, posts and fixings | It is a separate product quoted from the drawing, with no JT/T figures quoted for it |
Six things to settle before a road works order
- Split the order by line, not by product. Frontage, lane and trench are three different runs with three different fixings. Counting them together is how a container arrives short of one part.
- The two road guardrails are not interchangeable. If the drawing names JT/T 281—2007 or a corrugated beam with a panel length and a post spacing, it is the W-beam product. If it shows a municipal barrier or a median unit to the authority's detail, it is the road guardrail. A beam from one is never supplied against the other's drawing.
- Say how the trench is fixed. The specified edge rail is bolted down with Φ14 expansion bolts through an 8 mm × 15 cm × 15 cm flange. If the ground will not take an expansion bolt, say so at enquiry.
- Empty barriers ship nested. Empty units nest for shipping, which is what keeps a container load compact; cartons, pallets and the exact packing method are confirmed per specification with the loading plan.
- No price is published. Price is quoted per order — FOB Wuhan / Shanghai, CIF or DDP — because it depends on the specification, the quantity and the destination port.
- MOQ, loading and lead time arrive with the specification. Send the drawing or the standard, the quantity and the destination port, and the reply carries all four within one business day.
Four things to send, and what each one decides
What to put in the enquiry
No price figure is published- Drawing or standard
- The drawing, the authority detail or the standard the barrier is written against. It decides whether the answer is the W-beam product or the road guardrail, and it decides the hoarding section.
- Quantity
- The run length in metres for each line, with the lane length in units for the barriers and the trench length in panels for the edge rail. Every family is counted from a run.
- Destination port
- The port the container discharges at, because price and loading plan are quoted per order — FOB Wuhan / Shanghai, CIF or DDP.
- Installation conditions
- Whether the hoarding is bolted to concrete or paving, whether the barriers will be filled on site, and what the trench edge will take as a fixing.
Five questions, answered from this site
- What closes the frontage of a road works?
- The municipal hoarding: a 220 × 300 × 0.9 mm galvanised post, an 80 × 80 × 1.0 mm concealed post behind the panel joint, a 480 mm white panel over a 400 mm grey one, and a 50 × 50 × 0.9 mm square-tube brace, bolted down on flange plates with expansion bolts. Where the face has to let wind through over a carriageway, the perforated hoarding does it with a 1200 × 2000 mm galvanised sheet at 0.5–0.8 mm and Φ10 mm perforations.
- What diverts the traffic at a lane closure?
- The water-filled barrier, in its tall blow-moulded type: 102 cm long, 183 cm high and 400 mm wide, 8–9 kg empty and about 100 kg filled with water, interconnecting end to end, and stated by the manufacturer to withstand wind force of grade 7–8 between −40 °C and +60 °C. It needs no groundwork, so a lane can be closed and re-opened without a fixing in the road.
- What protects an open trench beside the route?
- The excavation edge guardrail, in its specified single-panel and double-panel build: panel 1.1 × 1.7 m welded from 2 cm × 4 cm square tube, 50 × 50 mm mesh with 3.5 mm wire, on an 8 cm square-tube post 1.3 m high, post spacing 2 m, fixed by Φ14 expansion bolts through an 8 mm × 15 cm × 15 cm base flange. The page also cites the site rule it works to: excavation edges of pits deeper than 2 m must be fitted with protective railings.
- Does a road works need the W-beam guardrail?
- Only where the barrier itself has to be the standardised corrugated-beam system published against JT/T 281—2007: a 4320 mm panel with a net 4 m after installation, on a 4 m post spacing, twin-wave 310 mm or triple-wave 505 mm with an 85 mm wave height, in 3 mm or 4 mm plate, on Φ114 mm or Φ140 mm posts with a 4.5 mm wall. A municipal barrier drawn to the authority's own detail is the separate road guardrail product, made to the project specification and quoting no JT/T figures.
- How is a road works order priced and shipped?
- No price figure is published on this site. Price is quoted per order — FOB Wuhan / Shanghai, CIF or DDP — and the MOQ, loading plan and lead time are confirmed per specification. Send the drawing or the standard, the quantity and the destination port and the reply carries all four within one business day.
By application
Three other sites, and what closes each one
A road works is one condition. These are the other three, read the same way: what the site demands first, then the product that answers it.
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Construction Site Hoarding
The frontage that stays up for a whole contract, in municipal, colour-steel, PVC or perforated hoarding.
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Event and Crowd Control Barriers
Queues, ticket lines and routes held by interlocking sections on removable feet.
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Warehouse and Yard Separation Fencing
Dividing a yard or a plant boundary where the line has to hold and resist a climb.
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Related products
Three more products a road works calls on
One workshop, one drawing set. Each plate opens the product page for that item.
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Perforated Hoarding
A 1,200 × 2,000 mm sheet at 0.5–0.8 mm with Φ10 mm holes, for a face that has to breathe.
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W-Beam Steel Road Guardrail
The standardised corrugated-beam system: 4,320 mm panel on a 4 m spacing, published against JT/T 281—2007.
View product → -
Temporary Mesh Fence
Panels 1.0–2.0 m high and 2.0–3.0 m wide on feet, moved by hand as the works move.
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Next step
Send the drawing, the lane length and the trench detail
Tell us which standard the barrier is written against, the length of each line, how the ground takes a fixing, and the destination port. We reply within one business day with the specification, the MOQ, the loading plan and the lead time in writing.