Fixed installation
Cast directly into concrete slabs, bored piles, grouted rock bolts, and compacted soil trenches.
Product
BRUsens DSS V3 / V4 / V9 Structured Strain-Sensing Fibre Cable family with periodic mechanical anchorage ribs and central stainless-steel or monolithic strain-locked cores for slip-free embedment in concrete, grout, soil and rock.
Typical values for this cable type, based on IEC 61757-1-1 / IEC 60794-1-21 / ITU-T G.657.A1 — confirmed in the datasheet and quotation for your order.
Application fit
Periodic external ribs/indentations on V3, V4 and V9 create a positive mechanical form-lock in concrete, cement grout and compacted soil without relying on chemical adhesives.
Cast directly into concrete slabs, bored piles, grouted rock bolts, and compacted soil trenches.
Embeds in shotcrete linings and backfill grout to track tunnel convergence and crack opening.
V3 and V9 incorporate a hermetically laser-welded 316L stainless FIMT for saturated ground.
Static structural sensor designed to lock into concrete or soil; not for moving cable chains.
Use HITRONIC PCF DUPLEXConstruction
BRUsens DSS V3 (central 316L FIMT + structured PA jacket), V4 (all-dielectric monolithic structured PA jacket), and V9 (wire-reinforced structured jacket) with external anchorage ribs.
| # | Layer | Material & reference |
|---|---|---|
| 1 | Strain-locked optical fibre | 1 or 2 ITU-T G.657.A1 (200 kpsi proof-tested) single-mode sensing fibres bonded to the carrier coreLinear Brillouin frequency shift 0.050 MHz/µε |
| 2 | Central carrier (FIMT on V3/V9 · Elastomer on V4) | Laser-welded 316L stainless steel micro-tube with elastomeric lock (V3/V9) or monolithic polyamide core (V4)Eliminates internal fibre creep under sustained load |
| 3 | Tensile reinforcement (V9 steel / V4 aramid) | Stranded steel wires on V9; central FIMT on V3; dielectric aramid filaments on V4Tailors axial stiffness EA from 25 kN (V4) to 220 kN (V9) |
| 4 | Ribbed / indented anchorage outer sheath | Structured Polyamide 12 (PA12) or HDPE with periodic annular ribs / indentationsMechanical interlock prevents pull-out in grout, concrete or soil |
Ø 4.6 mm central 316L stainless tube with ribbed PA12 jacket for concrete & grouted boreholes
Ø 4.0 mm metal-free structured PA12 sensor for low-stiffness soil and concrete crack detection
Ø 6.0 mm FIMT + steel wire reinforcement + structured jacket for high-load piles & rock anchors
Technical data
Sizes
Dimensional, axial stiffness (EA) and mechanical ratings for structured-surface strain sensing cables.
| Order designation | Core & surface structure | Outer Ø mm | Weight ≈ kg/km | Max. load N | Crush N/100 mm | Enquiry |
|---|---|---|---|---|---|---|
| Structured-Surface Concrete & Soil Strain Cables | ||||||
| BRUsens DSS V4-01SM | 1F All-Dielectric Ribbed PA12 (EA 25 kN) | 4.0 | 16 | 800 | 2,500 | |
| BRUsens DSS V3-01SM | 1F 316L FIMT + Ribbed PA12 (EA 85 kN) | 4.6 | 28 | 1,400 | 4,000 | |
| BRUsens DSS V3-02SM | 2F 316L FIMT + Ribbed PA12 (EA 85 kN) | 4.6 | 29 | 1,400 | 4,000 | |
| BRUsens DSS V9-02SM | 2F FIMT + Steel Wire + Ribbed PA12 (EA 220 kN) | 6.0 | 58 | 2,800 | 5,500 | |
Quality & approvals
Routine tests on every production length, sample and type tests per batch — documented on an EN 10204 3.1 inspection certificate.
| Testing & inspection | Test value / reference | Frequency |
|---|---|---|
| Routine tests | ||
| 100 % OTDR & Brillouin uniformity check @ 1550 nm | α ≤ 0.25 dB/km and uniform strain-transfer factor | Every spool length |
| Sample tests | ||
| Concrete pull-out & crack-bridging calibration | Zero anchorage slip in C30/37 concrete up to ±10,000 µε | Type qualification |
| Radial crush & hydrostatic pressure test | Up to 5,500 N/100 mm crush and 100 bar water pressure (V3/V9) | Type qualification |
Marking & supply
Sheath marking
Technical documents
FAQ
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