Industrial floor repair Vienna cut open, break out, re-concrete.
Industrial floor repair Vienna: from the construction company that does the work — not from an agent.
Industrial floor repair Vienna: repairing damaged areas in industrial and commercial floors costs €180 to €650 per square metre in Vienna. Cut open the damaged area, break out and dispose of the old concrete, prepare the substrate, rebuild it in steel fibre concrete or reinforced concrete, level it, let it cure and restore the surface.
Coating or concreting: the decisive distinction
Before anyone talks about materials, it must be clear what kind of damage is present. Both approaches are right – for different cases.
| Findings | What helps | What does not help |
|---|---|---|
| Surface is dusting, worn or stained | grinding, impregnating, coating | rebuilding would be disproportionate |
| Fine cracks without vertical offset | crack injection with resin, then surface treatment | a coating on its own cracks again |
| Spalled edges at joints | rebuilding the edges with repair mortar or concrete | a coating breaks away again immediately |
| Holes, spalling, potholes | cut open, break out, re-concrete | filler cannot withstand the load |
| Cracks with offset, slab is moving | investigate the cause, rebuild the area, form new joints | any surface solution |
| Area has subsided, voids under the slab | compact or grout the subgrade, then re-concrete | levelling compound – it subsides along with the slab |
| Areas broken through in the free-weights zone | rebuild structurally, adapt the build-up to the load | patching with repair mortar |
We also carry out cuts and drilling in concrete as a stand-alone service: core drilling and concrete cutting.
Industrial floor repair Vienna: costs 2026
Guide values net, as of 2026, for Vienna. Binding after the site visit, because layer thickness, accessibility and concrete grade determine the price.
| Scope | What is done | Price net | Downtime |
|---|---|---|---|
| Small damaged areas, localised | cut open, break out, re-concrete, grind | 380–650 €/m² | 2–5 days per area |
| Continuous areas from 20 m² | section-by-section rebuilding with connection to the existing slab | 220–420 €/m² | 5–10 days |
| Entire hall or room floor | demolition of the old floor, new build-up | 180–320 €/m² | 2–4 weeks |
| Joints and edges only | cut out joints, rebuild edges, refill | €45–130/linear metre | 1–3 days |
| Restoring the coating | after the concrete work, if required | 35–90 €/m² | 2–4 days |
Unit prices
| Item | Unit | Price net | What is included |
|---|---|---|---|
| Cutting open with a floor saw | linear m | 18–45 € | clean cut edge, wet cutting or with extraction |
| Breaking out old concrete | m² | 45–120 € | depending on thickness and reinforcement |
| Disposing of rubble | tonne | 60–140 € | separated by type, with proof of disposal |
| Preparing the substrate | m² | 25–60 € | cleaning, compacting, bonding agent |
| Installing connecting reinforcement | pc. | 8–22 € | dowel strips or reinforcing bars into the existing slab |
| Placing steel fibre concrete | m³ | 340–620 € | material, placing, compacting, screeding off |
| Mesh reinforcement | m² | 18–35 € | as an alternative to fibre reinforcement |
| Power trowelling | m² | 12–28 € | finished-surface concrete floor |
| Dry-shake hardener | m² | 18–38 € | increased abrasion resistance |
| Curing | m² | 4–12 € | curing compound or sheeting, prevents shrinkage cracks |
| Cutting and filling joints | linear m | 22–65 € | contraction joints, movement joints, elastic filling |
| Dust screen, partitioning | lump sum | 450–2.500 € | for work while operations continue |
| Surcharge for weekend or night work | % | 15–35 % | if the business cannot close |
Total roughly €21,700 net, which is €571/m², carried out over two weekends. The business kept running and the area was sealed off.
Total roughly €84,000 net, which is €323/m². The floor could be walked on after seven days and fully loaded after 28 days – the storage schedule was planned accordingly.
How a localised repair is carried out
Why the cut edge determines durability
The most common reason a repaired area breaks out again after a few months is not the concrete but the edge. If the damaged area is merely chiselled out, a ragged, sloping edge remains. The new concrete feathers out thinly there, and a thin tongue of concrete is the first thing to break under load.
| Execution | Consequence |
|---|---|
| Damaged area only chiselled out, irregular edge | thinly feathered edges, breakout after a few months |
| Cut vertically, but not deep enough | layer too thin, crack along the cut edge |
| Cut vertically to full depth, connection dowelled | new area works together with the existing slab, lasts permanently |
| Cut, but without a bonding agent | separation cracks at the transition, water gets in |
That is why we always cut and never just chisel – even if it means one more work step. The extra cost is a few euros per linear metre; the difference in durability is measured in years.
Concrete grade: what is used when
The strength class is chosen according to the load, not by gut feeling. Higher is not automatically better – very strong concrete is more brittle and places greater demands on placing and curing.
| Class | Typical use | Note |
|---|---|---|
| C25/30 | storage and ancillary areas, low loads | economical, sufficient for many existing floors |
| C30/37 | standard in commercial use, forklifts, racking operations | the most common choice for hall floors |
| C35/45 | high point loads, workshops, ramps | a good compromise between strength and workability |
| C40/50 and higher | heavy loads, impact loads, special cases | requires precise curing, otherwise shrinkage cracks |
| Rapid-hardening cement concrete | when the business has to resume after 24 to 48 hours | more expensive, but hardly any downtime |
Steel fibre or mesh reinforcement?
| Criterion | Steel fibre concrete | Mesh reinforcement |
|---|---|---|
| Installation | the fibres are in the concrete, no laying required | mesh has to be laid and stored |
| Small areas | clear advantage, no cutting to size | laborious with irregular shapes |
| Crack distribution | fine cracks are held across the entire cross-section | acts at the level of the reinforcement |
| Impact loads | well suited, the fibres hold breakouts together | surface spalling possible |
| Surface | individual fibres may become visible | uniform surface |
| Costs | material more expensive, labour lower | material cheaper, labour higher |
For localised repairs in existing floors, steel fibre concrete is the better choice in most cases: it needs no laying work, also works with irregular breakout shapes and holds breakouts at the edges together. On large, newly built areas with high individual loads, both are combined – fibres for crack distribution, mesh or bar reinforcement for load-bearing capacity. For load-bearing components, what is needed in the specific case is determined by a licensed structural engineer.
Curing: the schedule nobody can shorten
| Timing | What is possible | What is not yet possible |
|---|---|---|
| after 12–24 hours | can be walked on carefully | no loads, no equipment |
| after 3 days | light use, foot traffic | forklifts, heavy equipment |
| after 7 days | partial loading, light equipment | full working load |
| after 28 days | full strength, full loading | – |
| with rapid-hardening cement | loading often possible after 24–48 hours | extra cost, tighter working windows |
Before a floor covering is laid, residual moisture also comes into play: coverings are only laid once the substrate is sufficiently dry, as verified by a moisture measurement. Anyone who rushes this gets blisters and delamination – and then the entire repair has been for nothing.
Special case fitness centre: free-weights zone and functional area
No other commercial floor is subjected to loads like the free-weights zone. A 25-kilogram weight plate dropped from 1.5 metres generates an impact load that no ordinary screed is designed for – and it does not fall once but a hundred times a day, usually in the same spots.
| Damage pattern | Cause | The right answer |
|---|---|---|
| Screed broken through, crater under the mat | impact load on a build-up that is too thin or too soft | cut open the area and rebuild it structurally in steel fibre concrete |
| Mats shifting, joints gaping | unsuitable substructure, movement within the build-up | rebuild the substrate, then relay the mat system |
| Cracks around the rack feet | point loads from equipment | plan load distribution, reinforce the area |
| Complaints from neighbouring flats | structure-borne noise transmitted through the building | decoupled build-up with an elastic intermediate layer |
| Recurring repairs in the same spot | surface repair instead of a structural solution | do it right once: cut out and re-concrete |
For the rebuild, the combination is what counts: a load-bearing concrete slab with an impact protection system on top that absorbs the energy. The concrete slab alone prevents breakthrough; the mat alone only spreads the load. If only one of the two is renewed, the damage returns.
Working while operations continue
Fitness centres, warehouses, workshops and retail spaces can rarely close for weeks. That is why we plan the repair around your operations.
| Model | How it works | Impact on the price |
|---|---|---|
| Section by section while operations continue | part of the area sealed off, the rest remains usable | +10 to 25% |
| Weekend work | Friday evening to Monday morning, with rapid-hardening cement | +15 to 35% |
| Night work | only sensible for short sections | considerably more expensive |
| Full closure of the area | fastest and cheapest option | base price |
What matters here is the sealing off. Concrete dust is fine, aggressive and settles everywhere – in equipment, ventilation systems, shelving and goods. A proper dust wall with an airlock and negative pressure costs a few hundred to a few thousand euros and prevents damage worth many times that amount. That is why it appears in our quotes as a separate item and not in the small print.
Which floors we repair
| Property | Typical load | Typical damage |
|---|---|---|
| Fitness centre | impact loads, point loads from equipment | areas broken through in the free-weights zone |
| Warehousing and logistics | forklifts, racking loads, manoeuvring | joint spalling, cracks, voids |
| Workshop and production | machine foundations, oil, chemicals | spalling, subsidence, oil damage |
| Underground car park and parking deck | traffic, de-icing salt, moisture | concrete spalling, exposed reinforcement |
| Retail and supermarkets | roll containers, customer footfall | worn joints, trip edges |
| Hospitality and commercial kitchens | wet conditions, grease, cleaning agents | destroyed floor coverings, leaking drains |
| Offices and practices | low, but appearance matters | screed cracks, unevenness before a change of floor covering |
In underground car parks, there is an additional point that determines the sequence: if the reinforcement is already corroded, filling is not enough. The concrete is then removed to behind the reinforcement, the steel is derusted and passivated, and only then is the section rebuilt. More on this on the page underground car park renovation.
Causes: why floors break
- Layer too thin. A 50-millimetre screed cannot withstand impact or forklift loads. This is not a defect of the screed but a misuse of it.
- Missing or wrongly placed joints. Concrete shrinks. Without contraction joints, it finds its own places to crack, usually diagonally across the surface.
- Voids in the subgrade. If the base course is not compacted or water washes it out, the slab loses its support and breaks.
- Inadequate curing. If the surface dries out too quickly, map cracking develops – often only visible after weeks.
- Point loads without load distribution. Rack and machine feet concentrate the load on just a few square centimetres.
- Chemical attack. Oils, acids and cleaning agents destroy the cement matrix at the surface.
- Change of use. A sales area becomes a warehouse, a hall becomes a fitness area – the floor was built for something else.
The last cause is the one we encounter most often in Vienna: spaces are used differently from what was originally planned. Patching does not help then; only a build-up that suits the new use will – and that is exactly what we clarify before quoting, so that the repair does not need doing again in two years' time.
How a floor is built up – and where it fails
A commercial floor is a system of layers. Which layer has broken determines whether a repair is enough or the area has to be rebuilt.
| Layer | Function | Typical failure | Consequence for the repair |
|---|---|---|---|
| Wearing layer or floor covering | appearance, ease of cleaning, slip resistance | abrasion, delamination, blisters | surface only, inexpensive |
| Hardener layer | abrasion resistance | worn down, dusting | grind or reapply hardener |
| Concrete slab or screed | carries and distributes the load | cracks, fractures, breakthroughs | cut out the area, re-concrete |
| Separating or sliding layer | decouples from the subgrade | damaged, shifted | renew during the rebuild |
| Insulation or levelling layer | heat, sound, height compensation | compressed, saturated | replace it, otherwise everything subsides again |
| Base course, subgrade | takes the load | voids, settlement, washed out | compact or grout before concreting |
The decisive point: damage at the surface can come from the very bottom. If the subgrade subsides, the slab cracks and a crack appears at the surface. Anyone who merely fills the crack will have the same crack right next to it in three months. That is why the first question is always which layer has failed – and not how to make the surface look tidy again.
What a reliable quote must contain
Quotes for floor repairs are hard to compare because the preparatory work is rarely specified. These seven points make comparison possible:
- Cutting length and breakout area with quantities, not “lump-sum repair”.
- Layer thickness and concrete class stated – 12 cm of C25/30 is something completely different from 20 cm of C35/45.
- Type of reinforcement: steel fibre dosage in kg/m³ or mesh type, so that it is clear what is being installed.
- Disposal by the tonne, with reference to separation by type and proof of disposal.
- Dust protection and sealing off as a separate item, not as an incidental extra.
- Curing and joints itemised – both are readily left out and end up costing the most later.
- Release schedule: when it can be walked on, when partially loaded, when fully loaded.
If one of these points is missing, the quote is not cheaper but incomplete. Curing and joints are the items most frequently missing – precisely the two items whose omission leads, after a few months, to cracks that nobody can then clearly attribute.
Doing the maths: repair or rebuild
| Situation | Recommendation | Reasoning |
|---|---|---|
| A few spots, rest of the area intact | localised repair | smallest intervention, shortest downtime |
| Many individual spots, more than 40% of the area | rebuild the area | the sum of the individual repairs exceeds the cost of a rebuild |
| Use is changing | redesign the build-up | the old build-up does not suit the new load |
| Damage keeps coming back | eliminate the cause, then solve it structurally | repeated repairs cost more than the right solution |
| Floor covering is due to be renewed anyway | do the substrate at the same time | the area is clear, no second closure period |
The fourth row describes the situation in which we are called in most often: the floor has already been patched two or three times. Add up the previous repairs and the closure periods and the total is usually higher than what the structural solution would have cost from the outset.
Joints: where floors fail first
In hall and commercial floors, deterioration almost always starts at the joints. The reason is simple: that is where the concrete is interrupted, the edge is unprotected, and every wheel and every pallet truck strikes exactly there.
| Type of joint | Function | Typical damage | Repair |
|---|---|---|---|
| Contraction joint | gives shrinkage a controlled location | edges spalled, filling missing | cut out, rebuild the edges, refill |
| Isolation and perimeter joint | separates the slab from walls and columns | dirty, covered over, ineffective | expose and re-form |
| Construction joint | boundary between two concreting sections | vertical offset, spalling | dowel and rebuild the edges |
| Existing movement joint | accommodates movements from the building | elastic filling hardens and tears | renew the joint profile, never fill rigidly |
A common and expensive mistake is simply to concrete over joints because they are in the way. This rarely lasts longer than one heating season: the concrete keeps moving and cracks in the same place, only in an uncontrolled way and with ragged edges. The right approach is to take over the joint and continue it into the new area – in a repair as well as in a rebuild.
There are two ways of forming the edges: under low stress, rebuilding the edge with high-strength repair mortar is enough. Where forklifts cross the joint, a steel joint profile that protects the edge permanently is worth it. The profile costs more per linear metre, but it holds precisely where otherwise rework would be needed every year.
What we document and why
With floors in commercial properties, the documentation often matters more than the construction itself: insurance claims, tenancies, operator obligations, warranty claims against the previous tenant or the previous contractor.
| Document | What it is needed for |
|---|---|
| Photos of the damaged areas before breaking out | proof of the extent of damage, insurance, landlord |
| Photos of the exposed subgrade | shows the actual cause, justifies variations |
| Photos of the connecting reinforcement | proof of professional workmanship, invisible after concreting |
| Concrete delivery notes | strength class, fibre content, quantity delivered |
| Curing record | evidence against allegations of shrinkage cracks |
| Dated release schedule | clarifies from when loading was permitted – important in the event of consequential damage |
| Acceptance report under ÖNORM B 2110 | start of the warranty period, list of defects |
The second-to-last point in particular is underestimated. If forklifts drive on an area too early and it then cracks, it is almost impossible to establish the cause without a release schedule. With a release schedule, it is settled in two minutes – and that protects both sides.
Three typical jobs from practice
The following cases describe tasks that come up regularly in Vienna – without client names, because property data remains confidential.
| Starting point | What was done | Why this way |
|---|---|---|
| Free-weights zone, several broken-through spots under the mats, previously filled twice | areas cut out, steel fibre concrete, new impact protection system | filler cannot absorb impact loads; the structure had to absorb the energy |
| Warehouse, joint edges spalled along the entire traffic lane | joints cut out, edges rebuilt with a steel profile, filled elastically | without a profile, the edge breaks out again every year under forklift traffic |
| Workshop, floor subsided in the area of a machine | slab opened, void compacted, reinforced build-up with load distribution | the cause lay in the subgrade; a levelling compound would have subsided with it |
The pattern is the same in all three cases: work had previously been done on the surface and the damage came back. Only the structural solution lasted. That is why, with every enquiry, we first ask what has already been tried – that usually says more about the cause than the current condition.
Operational workflow: how we keep closure periods short
- Divide the area into sections. Not the whole hall at once, but bays that are released individually.
- Rapid-hardening cement where it counts. In areas the business urgently needs, we work with fast strength development; elsewhere normally – this saves costs.
- Bring preparatory work forward. Cutting and breaking out can be done outside operating hours, and concreting then follows in one go.
- Schedule materials in advance. Concrete arrives according to the schedule, not on call – with weekend dates, this is the critical point.
- Post the release schedule. Everyone in the business can see which area may be walked on and driven over, and from when.
The last point sounds trivial yet prevents the most common consequential damage: an area is driven over too early because nobody knew it had not yet been released. A notice with the date and time costs nothing and spares you the argument over who is responsible for the crack.
If a floor covering goes on afterwards
Many areas receive a new floor covering after the repair – epoxy, PU, vinyl, tiles or a mat system. The condition of the substrate then determines whether the covering holds.
| Covering | Substrate requirement | What to look out for |
|---|---|---|
| Epoxy or PU coating | sound, clean, sufficiently dry, roughened | measure residual moisture, otherwise blisters and delamination |
| Vinyl or rubber | level, free of cracks, dry | unevenness shows through |
| Tiles | load-bearing, movement joints taken over | joints must be carried through, otherwise the tiles crack |
| Impact protection mats | level, load-bearing substrate | the mat spreads the load, it does not carry it |
| Exposed concrete as the wearing layer | trowelled, cured, impregnated | colour differences between old and new remain visible |
The last point is an honest advance warning: a newly concreted area will never exactly match the existing floor in colour. Anyone who wants a uniform look needs either a coating over the entire area or has to live with a visible patch. We tell you this before the job, not afterwards.
Warranty and what it requires
The statutory periods apply to our work: for immovable property, three years under § 933 ABGB (Austrian Civil Code). The contractual basis is ÖNORM B 2110 with an acceptance report and retentions. For the warranty to hold up in a dispute, however, two things are needed that the client influences:
- Observe the release times. If an area is driven over before release, the damage cannot be attributed to the workmanship. That is why the release schedule is posted where everyone can see it.
- Use as agreed. A floor built for foot traffic and light equipment cannot withstand forklift operation. If the use changes, tell us – then the build-up will be planned differently from the start.
Both sound obvious, yet in practice they are the most common point of dispute with floor damage. With documented workmanship, delivery notes and a release schedule, the cause of damage can be clarified within minutes – and that is precisely why we document in such detail.
Why concrete dust is a topic in its own right
Cutting and breaking produces fine quartz dust. For the business, this means two things: it is an occupational safety issue for the workers on site and a property issue for everything in the hall.
| Measure | Effect | When it is used |
|---|---|---|
| Wet cutting | binds the dust directly at the blade | where water is not a problem |
| On-tool extraction | captures the dust at its source | indoors with sensitive fixtures and fittings |
| Dust wall with airlock | separates the work area from operations | always while operations continue |
| Negative pressure | air flows into the work area, not out of it | in food, healthcare and fitness areas |
| Fine cleaning afterwards | removes settled dust from surfaces and equipment | before handing back to the business |
In fitness centres in particular, the effort is worth it: concrete dust in treadmills, cable machines and ventilation systems leads to complaints and maintenance costs that quickly exceed the price of the sealing off. That is why we plan it in from the outset and list it transparently, rather than taking it for granted. What counts in the end is a floor the business can use without restriction – handed over clean, documented and with a clear release schedule.
How this differs from our other flooring services
| Your project | Matching page |
|---|---|
| Structural repair of a commercial or industrial floor | this page |
| Laying new screed in residential construction | Screed laying |
| Renewing the floor covering in a flat | Floor renovation |
| Floor slab vibrates or impact sound is a nuisance | Timber beam ceiling repair |
| Ground slab for a new building | Ground slab |
| Underground car park or parking deck | Underground car park renovation |
| Complete refit of a shop unit | Converting commercial premises |
When you do not need us
If the floor is merely dusting, dull or is to get a new look, a firm specialising in grinding, impregnating and coating is the right and cheaper choice. We come in when the structure is affected: broken areas, voids, spalled joints, broken-through zones – anywhere old concrete has to come out and new concrete has to go in.
Frequently asked questions about industrial floor repair in Vienna
How much does it cost to repair a single damaged area?
When is a complete rebuild worthwhile?
Which joint edge holds up under forklift traffic?
Can you concrete over existing joints?
How much rubble is produced?
What about machinery and goods during the work?
How much does it cost to replace damaged areas in a concrete floor?
How can I tell whether a coating is enough?
Why do you cut rather than just chisel out?
What concrete grade is used?
Steel fibre concrete or reinforcing mesh?
How long before I can use the floor again?
Can you work at weekends?
How is concrete dust kept under control during operations?
What happens to the rubble?
Why does the spot in the fitness centre keep breaking open?
Is it enough to just replace the mats?
What can be done about complaints from the flats above or next door?
Do joints have to be cut again?
What is curing and why is it so important?
Can you do coatings too?
How do you deal with voids?
What needs to be done about exposed reinforcement?
When is a structural assessment needed?
How large can a repair area be?
Do you also work outside Vienna?
How quickly can you start?
How binding is the price if the layer thickness is unknown?
What documentation do I receive?
Is this also possible for insured damage?
Related services
Floor finished? The concrete dust has to go.
After the repair, our partner company Bling Premium Reinigung takes care of the post-construction clean – floors, equipment, shelving and surfaces, ready for business. Find out more at bling-bling.at.
Send enquiry
Enquire directly here — fixed-price quotation free of charge. Skyline Bau replies within 2 working days.
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Note: Skyline Bau is the brand name of the construction and renovation division of Bling Bling GmbH and not a separate legal entity. The sole contractual partner is Bling Bling GmbH. Bling Bling GmbH is a restricted building trade business under § 99 GewO (Austrian Trade Regulation Act) and not a licensed master builder (konzessionierter Baumeister). Under § 99 (5) GewO, the title „Baumeister“ (master builder) is reserved for businesses licensed under § 94 no. 5 GewO. Regulated trades — master builder services, structural engineering, gas and plumbing, electrical engineering — are carried out exclusively by authorised, licensed partner firms.