Concrete – movement joints
Concrete – movement joints in the Zürich area – precise execution, on‑schedule handover.
Eurofugen – Concrete – movement joints in the Zürich area. We prepare the joint plan, verify substrate strength and movement, and select an approved system (neutral‑cure silicone, hybrid/MS polymer, PU) in strict accordance with manufacturer specs. Focus: Risse – Reaktionsharz. Planning priority: Fugenaufbau (Hinterfüllprofil, Primer, 2:1‑Geometrie). Standards: EN 15651 / ISO 11600; resistances per product data sheet.
Quality & acceptance
- UV/weather‑resistant sealants fit to exposure
- Crisp edges without staining
- Uniform, slightly concave finish profile
- Ensure bond at two flanks; prevent three‑sided adhesion using PE backer rod
- Joint width/depth per plan (≈ 2:1)
Planning & preparation
Create square, sound flanks, define depth and install the closed‑cell backer rod precisely. We verify weather and dew point; application only on dry, load‑bearing flanks. Mock‑ups with cut‑and‑pull checks provide pre‑approval. Detailing at edges, reveals and penetrations is recorded in drawings. Joint layout based on panel sizes and anticipated movement; critical edge zones are eased. Primers are chosen per substrate absorption (e.g., clinker, fair‑faced concrete, fibre cement).
Application & control
Maintain movement capability; remove masking in due time and verify edge adhesion. Use UV‑stable systems and protect adjacent surfaces from contamination. Transitions at profile joints and material changes are re‑worked separately. Random cut‑and‑pull checks, width/depth measurements and visual inspection are recorded. Apply sealant without bubbles, fill the joint evenly and tool to a slightly concave profile.
Material batches and working times are recorded for traceability.
Material batches and working times are recorded for traceability.
Joint routing aligns with the building’s movement grid.
Interfaces to adjacent trades are clarified to avoid follow‑on damage.
Material batches and working times are recorded for traceability.
On natural stone we use low‑migration, stone‑safe systems.
Material batches and working times are recorded for traceability.
Joint routing aligns with the building’s movement grid.
Joint routing aligns with the building’s movement grid.
Joint routing aligns with the building’s movement grid.
Material batches and working times are recorded for traceability.
Care guidance and maintenance intervals are included at handover.
Interfaces to adjacent trades are clarified to avoid follow‑on damage.
Material batches and working times are recorded for traceability.
Care guidance and maintenance intervals are included at handover.
Joint routing aligns with the building’s movement grid.
Care guidance and maintenance intervals are included at handover.
Care guidance and maintenance intervals are included at handover.
Care guidance and maintenance intervals are included at handover.
On natural stone we use low‑migration, stone‑safe systems.
Planning & preparation
Clean substrates, define edges and limit bond areas; primers & backer rod are matched to substrate and width. Mock‑ups and dew‑point checks secure approval. Interfaces are coordinated before start.
Frequently asked questions (Industrial/Concrete)
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Section‑by‑section refurbishment?
Yes, during operation if needed.
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Which Shore hardness for Concrete – movement joints?
Depends on forklift/traffic loads; selected by data sheet and use class.
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How is crack injection executed?
Open/clean the crack, set packers, inject resin, close the surface.
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How to prevent edge spalling?
Correct geometry, backer rod and optional edge armouring.
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How are joints documented?
Photos, material data and a handover protocol.
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Chemical resistance—how verified?
Via media lists and, if needed, lab approvals.
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When is traffic allowed again?
Often after 24–48 h depending on product/temperature.
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