| Definition | Reusable magnetic fixing unit for precast concrete formwork | A precast magnet holds a formwork profile, shuttering rail, or side form against a steel casting table without permanent drilling or welding. | It can be repositioned between production cycles and is commonly used in factory-based precast concrete manufacturing. |
| Magnetic operating principle | Switchable permanent magnet system | Internal permanent magnets create a magnetic field that passes through the bottom plate and attracts the steel casting bed. A mechanical lever or release mechanism changes the magnetic circuit. | The magnet normally holds without continuous electrical power, reducing energy use and eliminating dependence on a powered electromagnet during casting. |
| Typical pull-force range | 450–2,100 kg | The range represents commonly specified holding-force classes for different formwork sizes and loading requirements. | Pull force is normally measured perpendicular to a clean, thick steel plate. It should not be treated as the allowable working load for every installation. |
| Lower pull-force class | Approximately 450–900 kg | Suitable for lighter side forms, smaller edge profiles, and applications with moderate concrete pressure. | Verify resistance to sliding and overturning, especially when the form is tall or concrete is placed rapidly. |
| Medium pull-force class | Approximately 900–1,500 kg | Used for many general-purpose precast formwork arrangements where stronger restraint is needed. | Proper contact between the magnet base and steel table is essential; dirt, weld spatter, or gaps reduce effective force. |
| Higher pull-force class | Approximately 1,500–2,100 kg | Intended for heavier or taller formwork and applications subject to greater lateral forces. | Higher nominal force does not replace engineering checks for concrete pressure, vibration, impact, or formwork stability. |
| Main magnetic material | Permanent rare-earth or ferrite magnet assemblies | The magnetic elements provide holding force without a continuous electrical supply. | Rare-earth assemblies generally provide higher magnetic energy density, while the housing and circuit design determine the usable force at the contact surface. |
| External housing | Steel body with protected magnetic circuit | The housing protects the internal components and directs magnetic flux toward the steel casting table. | A sealed or well-protected body helps limit contamination from cement paste, water, and production debris. |
| Switching method | Mechanical lever, push-button, or integrated release mechanism | The mechanism moves or redirects the internal magnetic elements to create an ON or OFF state. | Operators should use the designated release control rather than striking the housing or forcing the lever beyond its travel. |
| Primary mounting surface | Flat steel casting table or steel formwork plate | The magnetic circuit requires a ferromagnetic surface, normally low-carbon or structural steel, to complete the flux path. | Aluminum, stainless steel grades with low magnetic permeability, wood, and concrete do not provide the same holding response as ordinary steel. |
| Common applications | Wall panels, beams, columns, slabs, stairs, and other precast elements | Magnets secure adjustable side forms, stop ends, chamfer strips, and shaping profiles during concrete placement and curing. | They are especially useful where formwork layouts change frequently or where drilling the casting table would be undesirable. |
| Effect of air gap | Holding force decreases as the gap increases | Even a small layer of concrete residue, rust scale, paint, or debris can reduce magnetic coupling. | Clean both the magnet base and the steel table before positioning; keep the contact face flat and fully seated. |
| Effect of steel thickness | Thicker steel generally improves magnetic circuit performance until saturation | A thin or highly flexible plate may not carry the full rated magnetic flux. | Rated pull-force figures should be compared only when the test plate, contact area, and test method are similar. |
| Force direction | Rated force is usually perpendicular pull force | Resistance to direct lifting is different from resistance to horizontal sliding or rotation. | For real formwork design, consider friction, lever arm, vibration, concrete placement rate, and the number and spacing of magnets. |
| Power requirement | Normally no continuous electrical power | Permanent magnets maintain holding force after activation, unlike conventional electromagnets that require energized coils. | This supports flexible production layouts and avoids accidental release caused by routine power interruptions. |
| Release and repositioning | Deactivate, lift or slide the form, then reactivate at the new position | The switchable mechanism permits rapid adjustment of formwork on the casting table. | Release only after confirming that the formwork is supported and that no suspended or unstable load is relying on the magnet. |
| Inspection points | Contact face, switch mechanism, housing, fasteners, and corrosion condition | Inspection identifies damage or contamination that may reduce holding performance. | Remove damaged units from service and verify actual holding performance according to the site’s safety procedure. |
| Key selection factors | Required force, form height, concrete pressure, table condition, magnet spacing, and operating environment | Magnet selection is a formwork engineering decision rather than a choice based only on the largest nominal pull-force number. | Use a suitable safety factor and follow applicable workplace, lifting, and precast-concrete safety requirements. |