Capacity Analysis
Storage tonnage, diameter and height are defined according to the reinforced-concrete silo requirement.
WORK PROCESS
Storage tonnage, diameter and height are defined according to the reinforced-concrete silo requirement.
The slipform silo programme, reinforcement and site logistics are set out in the quotation.
Filling, wind and settlement loads are calculated specifically for the silo shell.
Cross-section, ladders and discharge details come together in the reinforced-concrete silo design.
Foundations, formwork assembly and OHS proceed in parallel on the silo site.
The silo shell rises continuously, with no cold joints.
The reinforced-concrete silo is handed over to the operator with a verticality and level report.
EXECUTION
Diameter, height and filling load determine the silo cross-section. The working regime is tailored to cement, grain or glass material storage.
Slipform, reinforcement and discharge are resolved in the same plan, with even load distribution as the goal.
A silo that would take 12 months by conventional methods can be completed in around 2 months with slipforming. A record of the monolithic shell is provided at handover.
ABOUT THE SERVICE
A reinforced-concrete silo is an engineered structure designed to store large volumes of cement, raw meal, clinker, grain, lime, minerals and other bulk materials. Silo design is not based on storage capacity alone. The density and flow behaviour of the stored product, the horizontal and vertical loads it imposes on the structure, the discharge system, process connections and the plant's operating conditions are all key inputs to the reinforced-concrete design.
At industrial facilities, silos are usually an integral part of the production line. Construction of the silo shell must therefore be properly coordinated with the superstructure, hoppers, conveyors, elevators, filters, piping and equipment connections. Wherever possible, connection points for process installations planned after completion of the reinforced-concrete shell should be designed before any concrete is poured.
For tall reinforced-concrete silos with continuous wall geometry, the slipform method is an important construction option. The system works on the principle of lifting the formwork hydraulically while concrete is placed in a controlled manner. Because reinforcement fixing, concreting and form lifting progress within the same production cycle, a continuous workflow can be established for tall silo shells.
Before slipforming begins, concrete supply capacity, work shifts, the reinforcement schedule, the form climbing rate and the positions of embedded items must be planned in detail. In particular, openings, doors, reinforced-concrete beams and process connections in the silo walls must be formed at the correct level as the system climbs.
On reinforced-concrete silo projects, Rayf Teknik takes an approach that considers the reinforced-concrete structure as a whole, not just the formwork operation. Checking the silo geometry against site measurements, monitoring the form's centre and verticality, inspecting the concrete surface and keeping the system balanced during operation are all key stages of the work.
As silo diameter and height increase, horizontal loads, material pressure and structural behaviour become ever more significant. This is why no two reinforced-concrete silos can be built with identical details. The process requirements of a raw meal silo, the operating pattern of a grain silo and the discharge system of a cement silo all differ, so reinforced-concrete design must be addressed together with the silo's intended use.
Slipform technology helps production advance steadily by reducing the need to strip and re-erect formwork, particularly on repetitive, continuous geometries. However, the success of the method depends not only on the system itself, but on careful execution planning.
Rayf Teknik develops integrated solutions for industrial storage facilities, evaluating reinforced-concrete silo construction, silo slipforming and the associated structural steel connections within the plant according to each project's requirements. The silo is thus treated not simply as a tall reinforced-concrete structure, but as a functional process structure that plays its part in the plant's production and storage flow.
TECHNICAL SPECIFICATIONS
Silo diameter, height and filling load determine the cross-section. The values below represent the typical range of our slipform silo projects.
TECHNICAL ADVANTAGES
Without cold joints, a reinforced-concrete silo distributes loads evenly. Each advantage is presented alongside site photos.
With no cold joints in a reinforced-concrete silo, the stored load is distributed evenly.
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With no cold joints in a reinforced-concrete silo, the stored load is distributed evenly.
SERVICE GALLERY

SILO SUPPORT
We carry out slipform site surveys and prepare quotations for your cement, clinker and grain silos.
Information & FAQ
Construction time, diameter and height ranges, and the advantages of slipforming.
Duration depends on diameter, height, reinforcement density, concrete supply and the formwork method chosen. For tall silos with continuous walls, slipforming shortens the programme significantly compared with conventional formwork that is stripped and re-erected at each level. Where the same shell could take months by conventional methods, continuous pouring brings the work together in a single production cycle. Batching plant capacity, shift patterns and weather effects are also taken into account during the site survey. A firm schedule is not given until the structural design and site logistics have been finalised.
If the batching plant is far from site, the pace drops, which works against slipforming. If logistics are overlooked during the site survey, the promised programme will not be met. Any need for a standby pump or night shift is stated explicitly in the quotation assumptions.
This type of structure can be adapted to a wide variety of bulk materials. Products such as cement, clinker, raw meal, grain, lime, mineral additives and glass cullet exhibit different loading, abrasion and discharge behaviour. For this reason, no single cross-section suits every silo: hopper slope, aeration and dust control vary with the product. As the slipform raises the shell, embedded equipment and connection plates are set at the correct levels. At handover, storage volume and discharge arrangements are matched to the plant's operational requirements.
If the hopper slope is wrong, the product will bridge or discharge suddenly. The shell and discharge system are therefore resolved in the same model. Slipform climbing may have to pause until the hopper reinforcement is in place at its level.
Rigidity comes from the fact that a continuously poured wall contains no bands of cold joints. With formwork placed in lifts, a weak interface can form at every stop; with slipforming, concrete and formwork rise together, so the shell remains more monolithic. A homogeneous section helps distribute horizontal loads and storage pressure more evenly. Verticality and diameter are measured at every climb, and any deviation is corrected by adjusting the form before it grows and recorded in the handover file.
If the survey instrument does not sight from the same point at every level, deviations can be masked. Reference points are therefore kept clearly marked. Midday readings taken in windy conditions are compared against night-time checks. The handover report can also include the raw readings.
A silo rarely stands alone. Raw meal, clinker and cement silos may be arranged in sequence at the same plant, with the chimney, steel superstructure and slipform works all managed under a common site approach. On new plant projects, the silo sequence is tied to the line programme; on refurbishment projects, connection to the existing shell takes priority. Logistics, cranes and shutdown windows are planned jointly during the site survey. This reduces clashes between work packages and makes the transition to operation smoother.
Under a shared site plan, a single crane cannot serve two jobs on the same day, so the order of priority is set out in writing. Weekly balances are kept so that silo pouring does not crowd out steel erection. The staged handover reflects this sequence.