On beam soffits and side shutters, polymer boards resist heavy rebar placement without surface crushing, prevent cement grout leakage at intersections, and maintain true squareness.
Kiriş taban levhaları, döşemeden gelen taze beton yükünün yanı sıra yoğun boyuna donatı çubukları ve etriyelerin konsantre ağırlığını doğrudan taşır. Bu nedenle kiriş tabanında tali H20 kiriş veya ahşap yastık destekleri döşemeye kıyasla daha sık tutulmalıdır:
| Kiriş Kesit Derinliği | Taban Levha Kalınlığı | Taban Kiriş/Yastık Aralığı | Kanat Dikme Aralığı | Kanat Levha Kalınlığı | Sehim Güvenlik Limiti |
|---|---|---|---|---|---|
| 40 – 50 cm (Standart Kat Kirişi) | 18 mm PP Petek | 25 cm | 35 – 40 cm | 15 mm veya 18 mm PP | ≤ L/500 (0.7 mm) |
| 60 – 70 cm (Geniş Açıklıklı Kiriş) | 18 mm PP Petek | 20 – 25 cm | 30 cm | 18 mm PP Petek | ≤ L/500 (0.9 mm) |
| 80 – 100 cm (Ağır Sanayi / Otopark) | 18 mm veya 21 mm PP | 20 cm | 25 cm | 18 mm PP Petek | ≤ L/500 (1.0 mm) |
| 120+ cm (Köprü & Viyadük Kirişi) | 21 mm PP / PVC Dolu | 15 – 20 cm | 20 cm | 18 mm / 21 mm PP | ≤ L/500 (1.1 mm) |
Beam bottom props must remain until concrete achieves design strength (14-28 days). However, side wing boards release cleanly from concrete and can be stripped after 24-48 hours for immediate use on the next floor, accelerating formwork turnaround by 40%.
Plastik kalıp levhalarını kiriş kanat ve taban ölçülerine göre keserken dikkat edilmesi gereken teknik detaylar:
Standart 125 × 250 cm levhalar, ince dişli el daire testeresi veya tezgah testereyle ahşap gibi kolayca dilimlenir. Kesim hatlarında kılcal çatlak veya çapak oluşmaz.
PP petek levhalar kesildiğinde açığa çıkan hücrelere taze harç şerbeti dolmasını önlemek için açık kesit kenarına kalıp bandı çekilir veya PVC U profili geçirilerek levhanın hafifliği korunur.
Kiriş kanadının döşeme tabakasıyla birleştiği üst kenarda ince köpük fitil kullanılarak çimento suyunun kaçması ve kiriş köşesinde peteklenme (segregasyon) riski tamamen engellenir.
6 practical steps for deflection-free, precision beam formwork assembly:
Level telescopic props and H20 support beams with laser levels. Set joist spacing to 20-25 cm.
Cut 18 mm PP boards to beam width, lay on soffit joists and nail only along edges with duplex nails.
Crane the prefabricated beam cage onto heavy-duty plastic spacers to protect the polymer board surface.
Fit beam side boards against the soffit board and lock securely with beam clamps or diagonal braces.
Apply sealing strips at beam-column junctions to eliminate grout loss under heavy vibration.
Strip beam side boards 24-48 hours after casting for the next floor; leave bottom soffit props in place.
While side wings release easily, bottom soffit props and boards must remain locked until concrete reaches structural design strength and site engineers approve.
Engineered for seamless compatibility with timber and steel beam hardware.
Engineered for seamless compatibility with timber and steel beam hardware.
Engineered for seamless compatibility with timber and steel beam hardware.
Engineered for seamless compatibility with timber and steel beam hardware.
Select the optimal board thickness based on hydrostatic pressure and required reuse cycles.
Technical answers regarding joist spacing, cellular edge sealing, and early stripping in beam casting.
Common questions regarding board selection, reuse cycles, technical parameters, and global delivery.
Yes, they can be easily cut using standard circular saws or hand woodworking tools. Using a blade with appropriate teeth ensures clean, burr-free edges.
Yes, standard framing nails, screws, and formwork clamp fixings can be applied. The polymer structure grips fasteners securely and does not splinter, split, or delaminate after repeated fastening.
Clean immediately after stripping using high-pressure water washing or plastic/wood scrapers. Avoid sharp metal scraping tools or heavy hammering to preserve the face texture.
They describe the internal cross-sectional geometry of the board. Honeycomb and cellular structures provide lightweight handling, while solid core boards offer different deflection and impact dynamics.
Thickness alone does not determine full suitability. Polymer structure, fresh concrete hydrostatic pressure, support joist spacing, and framing connections must be evaluated within a proper formwork design.
There is no single support spacing applicable to all polymer boards. It must be determined from the manufacturer load-deflection tables and permissible deflection limits (e.g. L/500) for the specific concrete slab thickness.
Explore panel selection, beam spacing, and deflection criteria for other structural elements.
In wide-span slabs, flat slabs, hollow-block and waffle systems, SerPlywood polymer boards maximize jobsite efficiency with zero water absorption, lightweight ergonomics (10.24 kg/m²), and 40-60+ reusable pour cycles.
Under fast pouring rates and heavy vibration, polymer boards ensure crisp column lines, sharp corner definition with PVC chamfers, and smooth plaster-free vertical surfaces.
When architectural designs require uniform texture without timber grain, discoloration, or patch marks, SerPlywood produces a marble-smooth fair-faced concrete finish that eliminates plastering entirely.
In precast factories and casting yards, polymer boards endure continuous steam curing (+65°C) and high-frequency vibration tables, providing 3 to 4 times longer lifespan than film-faced plywood.
Share your project details, dimensions and delivery site to receive an engineering-approved quotation.