DIN 18218 PDF

DIN Pressure of fresh concrete on vertical formwork. standard by Deutsches Institut Fur Normung E.V. (German National Standard). DIN [ Withdrawn ]. Pressure of fresh concrete on vertical formwork. standard by Deutsches Institut Fur Normung E.V. (German National. DIN Based on concrete consistency class and concrete setting end: ( meva). Pour rate (m/h). Hydrostatic load height (m). Concrete pressure (kN/m. 2.) .

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Formworks are temporary structures i. When the concrete is placed, it exerts a horizontal pressure against the surface of the formwork. The value of the lateral concrete pressure is regulated by different standards; in the European countries the most used is the German standard DIN As a result of the developments in concrete technology and construction processes in the last years, the times required to complete a pour are always more and more challenging.

The rate of placement of concrete are always higher, up to hydrostatic pressures, and the concrete more flowable than in the past. The consistency class plays a crucial role in the maximum pressure definition: They are used to cast dib rings of tunnel, walls, slabs, ecc.

Kern Tunneltechnik – The crucial role played by the concrete in the formwork design

The concrete type represents one of the principal factors to take into account for a formwork design. It must be noted that, despite formworks are temporary structures, they affect 1218 safety 1218 the workers and the final result.

To prevent any risk, for the workers and for the final result, formwork should be designed for the ultimate as well for the serviceability limit states. Start-up of the Karlsruhe project.


This is a 18281 scheme; it takes into account only three variables: In reality other factors, such as coarse aggregate concentration, aggregate nominal size, concrete temperature, smoothness and permeability of the formwork material, size and shape of the 1821 can modify the pressure distribution. The consistency classes are based on spread values determined per DIN according to the slump-flow test.

Below this level, the pressure is considered constant, so an increasing of the depth does not more imply an increasing of the pressure. The classes vary from the stiff F1 to the very flowable F6, up to the self-consolidating concrete SCC.

However, the concrete is fluid only at earl stage of the pour; it starts the bounding process usually when the casting is still underway. This pressure djn comparable, at least in the first stage, to the pressure that the water exerts against the wall sin a basin.

This gives rise to a lower pressure acting on the layers below. The formwork must withstand several loads such as dead loads self-weight of the structurelive loads, fresh concrete pressure and in some cases wind and snow loads. From this it is easy to understand how the concrete type and quality can impact on the dimensions of the formwork and consequently on its costs.

This means higher loads acting of the formworks and consequently a bigger importance must be given to its design. Home About Us Products. When the cement and water chemically react, the concrete starts gaining a certain strength and it can carry part of the weight 182218 the concrete above.


Several studies and methods have been developed to predict the lateral pressure of the concrete. After a certain time indicated with tE in the Standardshowever the concrete starts setting, and consequently the lateral pressure can be neglected.

Despite the notion of temporary structures, formworks require a detailed and specific design, dkn to the high loads involved. The shutter must be designed properly in order to ensure that the loads are carried safely with minimum deformations.

The crucial role played by the concrete in the formwork design

However, all these methods assume that concrete pressure increases linearly with depth to a maximum value and remains constant thereafter. To avoid loss of time and money for the job site, formworks require the same level of Engineering required for permanent structures. As stated previously, the maximum lateral pressure of the concrete, according to DIN However, for a matter of simplicity, all these additional parameters are neglected by the codes due to their not significate impact on the final load evaluation.

The mix design and the cycle of work have to be considered at early stage to ensure safely designed and cost-effective formwork systems. The most significant load, especially for 81218 tunnel shutter, is represented by the concrete pressure.