Site Survey
Clinker throughput, temperature and abrasion are assessed during the clinker silo site survey.
OUR PROCESS
Clinker throughput, temperature and abrasion are assessed during the clinker silo site survey.
The slipform programme and discharge details for the clinker silo are set out in the quotation.
Storage loads, diameter and discharge are calculated specifically for the clinker silo shell.
Feed, aeration and stair access are integrated into the clinker silo design.
Formwork and OHS measures are planned on site to suit production.
The clinker silo rises by slipform, leaving a monolithic shell.
The clinker silo is handed over to operations with an elevation and verticality report.
APPLICATION
Kiln output and required storage time determine the clinker silo diameter.
Slipform, hopper and stair access come together in the clinker silo design.
Concreting on the cement plant site is scheduled so that it never clashes with line installation.
ABOUT THE SERVICE
Clinker silos are high-capacity structures designed to store clinker – one of the key intermediate products of cement manufacturing – safely within the production line. After leaving the rotary kiln and passing through the cooler, clinker is stockpiled before being sent on to cement grinding. In high-output plants clinker stocks reach very large volumes, so the structural, operational and process requirements of silos and storage structures must be assessed together.
Silo design takes into account the density of clinker, its discharge behaviour and the loads it imposes on reinforced-concrete surfaces during storage. Bottom discharge points, gallery systems, conveyor connections, maintenance openings and material flow routes through the plant all interface directly with the reinforced-concrete structure. A clinker silo should therefore be engineered not simply as storage volume, but as a working part of the cement production line.
For clinker silos with tall, vertical reinforced-concrete shells, a slipform system can be used. The formwork is assembled at the starting level and raised in a controlled manner by hydraulic equipment as concreting progresses. Because reinforcement fixing and concrete placement continue within the same working cycle, the repetitive erection and stripping of formwork on tall silo walls can be reduced.
On slipform projects carried out by Rayf Teknik, the project geometry, concrete grade, working environment and site logistics are evaluated before operations begin. The activities of other site crews working around the clinker silo must also be coordinated with the slipform rise programme. Since delays in concrete supply or reinforcement work can disrupt the system's production rhythm, it is essential that the entire site programme advances in step.
Openings, anchorages, gallery connections and other reinforced-concrete details may be required along the height of a clinker silo shell. These must be installed at exactly the right moment as the formwork rises. Regular monitoring of formwork level, silo centre and verticality with survey systems is essential to keep the structure within its design geometry.
Where the slipform method is chosen, the workability of the concrete is also closely monitored. The concrete must remain in the forms for long enough, the surface must hold its shape as the formwork rises, and subsequent work must continue without interruption.
Rayf Teknik does not treat the tall reinforced-concrete structures of the cement industry – clinker silos, cement silos and raw meal silos – in isolation, but as part of the plant's production chain. Planning every stage in advance, from the reinforced-concrete shell of the clinker silo to its process connections, ensures that slipforming is carried out safely and under control, and that the structure works in harmony with the production line throughout its operating life.
TECHNICAL SPECIFICATIONS
Clinker silo diameter, abrasion protection and discharge are finalised through the site survey and structural analysis.
TECHNICAL ADVANTAGES
In a clinker silo, hot storage, abrasion and slipforming are engineered as one.
Kiln output is stored without interruption.
01
Kiln output is stored without interruption.
SERVICE GALLERY

TECHNICAL SUPPORT
Slipformed clinker silo construction for cement plants: reinforced-concrete shells designed for heat, abrasion and controlled discharge. 30 years on site.
Information & FAQ
A clinker silo is a high-capacity structure that stores clinker safely between cooling and grinding. Structural, abrasion and process loads are resolved together.
A clinker silo is a reinforced-concrete shell in which clinker leaving the rotary kiln is stored after cooling or under controlled conditions. The material is hot and abrasive and generates high bulk pressures, so the hopper, wall thickness and discharge arrangement are designed differently from those of a cement silo. Slipforming is the preferred method for tall, continuous walls. Feed points, dust control and maintenance access are identified during the site survey. At handover, verticality and storage level data are passed on to the operator.
Clinker may arrive hot from the cooler, so the shell and hopper are designed to carry that heat from the outset. Linings are never selected on the strength of a catalogue swatch. The need for thermal joints is addressed in the structural analysis.
Clinker is a kiln product that has not yet been ground. Its temperature, impact and abrasion loads are higher than those of finished cement, and linings, hopper slope and discharge equipment are selected accordingly. In a cement silo, dust-tightness and moisture protection take priority; in a clinker silo, thermal and abrasion behaviour are decisive. Both belong to the reinforced-concrete silo family, but one is never simply copied from the other using the same cross-section template. Each design is calculated separately on the basis of kiln throughput and storage time.
If wear plates are welded on as an afterthought, their anchorage may be inadequate. Plate pockets are therefore formed before concreting, and the slipform carries an elevation schedule so that none of them is missed.
In a new plant, raw meal, clinker and cement silos are arranged according to the process flow. Because the clinker silo acts as a buffer between the kiln and grinding, its concreting programme must not clash with the installation schedules of these units. The slipform rise shares logistics with adjacent foundations and steelwork. Embedded plates and discharge openings are incorporated into the drawings before concreting, so the storage shell is ready when the plant is commissioned.
If kiln overhaul work falls in the same week as the silo pour, cranes and access roads become gridlocked. No slipform start is given until the plant master schedule has been reviewed. Standby costs are listed as a risk item in the quotation.
On a tall clinker shell, lift-by-lift formwork carries risks for both the programme and cold joints. Slipforming raises the concrete and formwork together, casting the wall as a more continuous whole. Abrasion and temperature details can be installed alongside embedded items within the same programme. Repeated crane-assisted stripping and re-erection is reduced, and work proceeds from a working platform. The shorter construction period allows the kiln line to start storing clinker sooner.
A continuous wall distributes clinker impact loads more effectively, but the hopper is a separate design task. Leaving the hopper as something to “sort out later” once the shell is complete means losing sealing and abrasion performance.