Concrete cutting covers a range of methods — each suited to a specific opening geometry, structural context, and access condition. Diamond core drilling creates circular penetrations for services; diamond saw cutting creates straight, controlled cuts for openings and structural modifications; wire sawing handles irregular or confined-access work where blade-based methods cannot reach; and stitch drilling combines overlapping circular cores to create non-circular openings where saw access is restricted. Choosing the wrong method creates rework, structural risk, and cost overrun. This guide covers each method, its correct application, and the key decision criteria for UK construction projects.

Concrete Cutting Methods at a Glance

  • Core drilling: circular service penetrations 10–600mm — fast, clean, structural engineer not required for standard sizes
  • Wall sawing: straight cuts in vertical walls — door openings, window enlargements, structural alterations
  • Floor sawing: horizontal cuts in slabs — joint cutting, slab removal, trench cutting for services
  • Wire sawing: cuts in confined access, underwater, or irregular geometry — bridge decks, deep sections
  • Stitch drilling: large or non-circular openings via overlapping cores — structural engineer sign-off required
  • Wall chasing: shallow channels for conduit and pipework — angle grinder or chaser with M-Class extraction
  • GPR scan required before all structural concrete cutting operations

Diamond Core Drilling

Diamond core drilling creates clean circular holes from 10mm to 600mm diameter in concrete, reinforced concrete, brick, and masonry. It is the standard method for all service penetrations — drain, waste, and ventilation pipes; conduits and cable routes; anchor bolt holes; HVAC ducts; and structural cores for investigative sampling.

Core drilling is fast, produces minimal vibration relative to percussive methods, and generates a clean, dimensionally accurate hole suitable for direct service installation without secondary remediation. At standard trade diameters (50–150mm), a dedicated core drill motor with a wet or dry diamond bit completes the penetration in under 30 minutes in standard structural concrete.

For the full technical specification: diamond core drilling services. For concrete-specific bit selection and machine requirements: concrete core drilling services. For reinforced concrete: reinforced concrete drilling services.

Diamond Wall Sawing

Diamond wall sawing uses a motor-driven circular diamond blade mounted on a track system attached to the concrete surface. The saw traverses along the track, cutting a straight kerf through the concrete with high precision. Wall sawing is used for:

  • Door and window enlargements: Creating or widening openings in reinforced concrete walls. The saw makes two vertical cuts and a horizontal sill cut; the panel is removed as a slab after saw cutting is complete.
  • Structural alterations: Removing concrete sections for building extension works, floor-to-floor connections, or change of use structural modifications.
  • Creating openings for mechanical plant: Large rectangular openings for AHU penetrations, large duct entries, and electrical switchgear access in plant rooms.
  • Cutting slits for post-installed rebar (rebar stitching): Narrow slots for structural crack stitching with epoxy-bonded bar.

Wall sawing on structural walls always requires structural engineer approval and, on notifiable projects under CDM 2015, documentation in the pre-construction health and safety plan. The maximum single cut depth for standard track saws is approximately 450mm — deeper cuts require double-sided working or wire sawing. See: core drilling permits and regulations: UK guide.

Diamond Floor Sawing

Diamond floor sawing uses a self-propelled or walk-behind saw with a rotating diamond blade set to a calibrated cut depth. The saw traverses the floor surface, cutting a straight kerf to a controlled depth. Applications include:

  • Expansion joint cutting: Fresh concrete requires saw-cut control joints within 12–24 hours of placement to prevent uncontrolled shrinkage cracking.
  • Slab removal for services: Cutting a defined perimeter around a slab section for removal — drainage runs, underfloor service ducts, and below-slab utility works.
  • Floor reinstatement preparation: Cutting clean edges for patch repairs or overlay bonding in deteriorated industrial floors.
  • Trench cutting for buried services: Narrow trenches for conduit, pipework, and cable routes beneath concrete floor slabs.

Floor sawing generates significant slurry from wet cutting — environmental containment and slurry disposal compliance are required on all commercial sites. Dry floor sawing generates substantial airborne RCS dust and requires M-Class extraction with a saw-mounted shroud. See: dust extraction for concrete cutting and silica dust control in UK construction.

Wire Sawing

Diamond wire sawing uses a continuous loop of steel wire embedded with diamond beads, driven at high speed around a series of guide pulleys anchored to the structure. The wire is fed into the concrete and guided along the required cut line. Wire sawing is used in situations where blade-based cutting methods cannot access the work:

  • Deep or thick section cutting: Bridge beams, retaining walls, dam sections, and concrete foundations where a single-blade saw cannot achieve the required cut depth.
  • Confined access: Plant rooms, basements, and existing structures where a track-mounted blade saw cannot be rigged safely.
  • Underwater concrete removal: Marine structures, river crossings, and below-waterline foundation works where conventional equipment cannot operate.
  • Irregular geometry: Where the cut path is not a single plane — curved cuts, multi-angle cuts, or follow-existing-joint profiles.

Wire sawing is a specialist technique requiring trained operatives and significant rigging setup. It is typically engaged on major structural alteration works rather than standard trade penetration work.

Stitch Drilling

Stitch drilling creates a large or non-circular opening by drilling a series of overlapping diamond core holes in a defined pattern. Adjacent holes share a tangent line; when the series is complete, the remaining web between holes is removed by chisel or secondary cutting, producing an opening larger than any single core diameter.

Stitch drilling is used when:

  • An opening larger than the maximum core bit diameter (typically 600mm) is required and saw cutting is impractical
  • Access on one or both faces is restricted and a track-mounted saw cannot be rigged
  • The opening is non-rectangular (stair cores, cable tray routes, pipe cluster entries)
  • Dust, noise, or vibration constraints rule out saw cutting

Stitch drilling on structural elements requires structural engineer approval: the engineer specifies the maximum residual web thickness between cores, the maximum opening width for the structural section depth, and any propping or temporary works required during and after opening.

See: best core drilling methods: comparison guide and industrial core drilling services.

Choosing the Right Cutting Method

Required OpeningAccessRecommended Method
Circular service penetration (10–600mm)Both faces or one faceDiamond core drilling
Rectangular opening in wall (door, window)Both faces or one face with trackDiamond wall sawing
Slab trench or removal cut (horizontal)Top face accessibleDiamond floor sawing
Deep section or confined access cutRestricted or one-face onlyDiamond wire sawing
Large non-circular opening through RC wallOne face accessibleStitch drilling
Shallow service channel in wallWall face accessibleWall chasing

Regulatory Requirements for Concrete Cutting

All structural concrete cutting operations in the UK share a common set of regulatory requirements:

  • Pre-cutting GPR scan: Required before any cutting or drilling that penetrates structural concrete where post-tensioning, buried services, or rebar cluster zones may be present. Cutting a post-tensioned tendon or a buried high-voltage cable without scanning has caused fatalities and structural failures on UK construction sites.
  • Structural engineer sign-off: Any opening in a load-bearing or structural element requires structural approval. This applies to wall sawing, stitch drilling, and any core drilling above approximately 150mm in structural walls or slabs.
  • CDM Regulations 2015: Concrete cutting on notifiable projects must be addressed in the pre-construction health and safety plan. The contractor carrying out the cutting must be identified in the F10 notification where applicable.
  • COSHH 2002 — Silica dust: All concrete cutting generates respirable crystalline silica. Wet cutting suppresses dust at source; where dry cutting is necessary, M-Class dust extraction is the legal minimum control. Water slurry from wet cutting is controlled waste and cannot be discharged to surface drains.
  • CDM Temporary Works: Where cutting or drilling removes structural concrete, temporary propping or shoring may be required before, during, and after the operation. The temporary works designer must confirm the propping arrangement before work begins.

For a full breakdown of regulations applicable to structural concrete cutting: core drilling permits and safety regulations: UK guide. For CDM documentation requirements and trade coordination: commercial core drilling services.

Concrete Cutting Services: Common Questions

Do I need a structural engineer for all concrete cutting work?

Structural engineer sign-off is required for any cutting or opening in a load-bearing or structural element where the integrity of the structure could be affected. For standard service penetrations (core drilling under 150mm diameter through non-structural elements), structural approval is typically not needed. For wall saw openings, stitch drilling, or any core drilling through a structural wall or floor slab above approximately 150mm, a structural engineer should confirm the penetration is acceptable and specify any required remediation or propping before work begins.

What is the difference between core drilling and stitch drilling?

Core drilling creates a single circular hole using a diamond core bit on a rotating motor. Stitch drilling creates a larger opening by drilling a series of overlapping circular holes in sequence — adjacent holes share a tangent, and the residual web between holes is removed to produce a combined opening larger than any single core. Stitch drilling is used where an opening exceeds standard core bit diameters, where saw cutting is impractical due to access or equipment constraints, or where a non-rectangular opening geometry is required.

Is a GPR scan always required before concrete cutting?

GPR scanning is mandatory before cutting any structural concrete where post-tensioned tendons or buried services may be present — this includes most commercial, industrial, and multi-residential concrete from the 1960s onwards. For non-structural elements (standard brick or blockwork walls) and where concrete type and reinforcement have been confirmed by available structural drawings, scanning is still good practice but may not be mandatory. When in doubt, treat the element as potentially post-tensioned and arrange a GPR scan — the cost of scanning is negligible relative to the structural and safety consequences of cutting a PT tendon.