Site Survey
Additive type, number of silos and discharge arrangement are defined during the additive silo site survey.
OUR PROCESS
Additive type, number of silos and discharge arrangement are defined during the additive silo site survey.
The slipform programme and discharge details for the cement additive silos are set out in the quotation.
Storage loads, diameter and discharge are calculated specifically for the cement additive silo shells.
Feed, aeration and stair access are integrated into the cement additive silo design.
Formwork and OHS measures are planned on site to suit production.
The cement additive silos rise by slipform, each with a monolithic shell.
The cement additive silos are handed over to operations with an elevation and verticality report.
APPLICATION
Fly ash, slag or limestone is assessed separately for each silo.
Slipform and dust-tight design come together in the multi-silo layout.
The silo battery rises in a sequence that never clashes with the cement line.
ABOUT THE SERVICE
Additive silos are used to store materials that are added in set proportions to the main product in cement, building materials, chemical, mining and other industrial production plants. Silos of various volumes can be designed for fly ash, pozzolan, limestone and other fine materials dictated by the production recipe, depending on plant capacity and process requirements. Because each additive has its own density and flow characteristics, the silo design must be tailored to the material being stored.
The position of additive silos within the process line is particularly important. How material is conveyed into the silo, where it is discharged, how it is transferred to the dosing systems and how equipment is arranged on the silo roof all have a direct bearing on the design of the reinforced-concrete structure.
Additive storage facilities often use several silo cells – side by side or within a common reinforced-concrete structure – rather than a single silo. On such projects, the geometry of the load-bearing walls, the walls between cells and the roof equipment structures must be resolved together, and the formwork system must be prepared to suit this multi-cell geometry.
For reinforced-concrete additive silos whose cross-section continues unchanged over their full height, a slipform application can be considered. As the formwork rises under control, concreting and reinforcement work must progress at the planned rate in every silo cell. In multi-cell structures, keeping the system balanced and coordinating concrete levels across different zones becomes especially important.
On additive silo projects, Rayf Teknik builds the site organisation by reviewing the number of silos, their height, diameter or cell dimensions, the reinforced-concrete wall layout and process openings. The shift planning, material supply and site crews required from the first concrete pour until the system reaches its top elevation are arranged in advance.
When the slipform method is used, equipment anchorages, pipe penetrations, maintenance openings and steel platform connections along the silo shell must be placed at the correct elevations. Even a seemingly minor anchorage point can become critical during later mechanical installation, so the reinforced-concrete and mechanical designs must be cross-checked before construction begins.
Dust control and maintenance access are also important in additive silos. The support points of the steel platforms that will carry the silo-top filters and conveying lines must be compatible with the structural design.
The steady, continuous production that slipform technology offers for tall silo groups with repetitive geometry, combined with sound site planning, helps reinforced-concrete works progress under control. Backed by Rayf Teknik's experience in industrial silos and cement plants, additive silos are assessed not only in terms of storage capacity but together with process connections, reinforced-concrete construction and subsequent equipment installation, so that they integrate seamlessly with the plant's production system.
TECHNICAL SPECIFICATIONS
For cement additive silos, product type and discharge arrangement are finalised during the site survey.
TECHNICAL ADVANTAGES
In additive silos, multiple shells, dust control and slipforming are engineered as one.
Each additive is stored in its own shell.
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Each additive is stored in its own shell.
SERVICE GALLERY

TECHNICAL SUPPORT
Slipformed cement additive silos for fly ash, slag and other mineral additives: multi-silo layouts with dust-tight design and controlled discharge.
Information & FAQ
Additive silos store fly ash, pozzolan and similar fine materials to suit process requirements. The density and flow behaviour of each material shape the silo design.
Additive silos are a series of reinforced-concrete shells in which fly ash, slag, limestone powder and similar mineral materials are stored separately. Because each product behaves differently in terms of bulk storage, dust and discharge, the silos are usually designed as separate cells arranged side by side. Slipforming is used for tall shells. Feed, filter and aeration arrangements are specified product by product during the site survey. At handover, elevation and connection records are provided for every cell.
If fly ash and slag mix in the same cell, product quality suffers – which is why cell partitions and separate discharge points are provided. In a slipformed silo battery, concrete levels are monitored across all cells.
The decision depends on the range of additives to be stored and on daily consumption. If there is only one product, a single shell may be sufficient; if several minerals must be held at the same time, a silo battery is the better choice. In a battery, formwork, stairs and a common platform can be shared, but discharge lines must never be mixed. The site layout is arranged so that it does not clash with truck routes or the cement silo. The programme may also provide for raising the cells in sequence.
A shared stair tower saves cost, but OHS is compromised if escape routes and dust zones are not considered separately. Platform width is chosen according to maintenance loads, not the narrowest cell.
Lime silos have their own service page because the dust and abrasion loads of hydrated lime and quicklime are assessed differently from those of mineral additives. Even so, they belong to the same reinforced-concrete silo family and can be planned side by side on the same site. To avoid confusion, the cross-section, lining and discharge are designed separately. Slipforming can be used for tall shells of both types, and the product identity is clearly stated in the handover file.
Lime and fly ash do not share the same sealing strip; gasket and hatch materials vary with the product. A separate page also keeps procurement specifications from becoming mixed up.
For tall cells with similar cross-sections, slipforming allows each silo to rise without lift-by-lift stripping. In a multi-cell battery, balance, concrete level and hydraulic pace must be coordinated across the cells. Continuous concreting reduces cold joints and creates a more integral wall for dusty materials. Embedded nozzles and aeration components are placed during the rise, and construction time is shorter than with conventional formwork.
In a multi-cell layout, a single hydraulic failure can halt the entire battery, so standby units and isolation valves are agreed in advance. Even if the pace slows, cells can be completed without upsetting the balance of the system.