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 DIN [ Withdrawn ].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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The consistency classes are based on spread values determined per DIN according to the slump-flow test. The most significant dib, especially for a tunnel shutter, is represented by the concrete pressure.

Pressure of fresh concrete on vertical formwork

This gives rise to a lower pressure acting on the layers below. When the cement and water chemically react, the concrete starts gaining a certain strength and it can carry part of the weight of the concrete above.

As a result of the 118218 in concrete technology and construction processes in the last years, the times required to complete a pour are always more and more challenging. This is a simplified scheme; it takes into account only three variables: Several studies and methods have been developed to predict the lateral pressure of the concrete.

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

The value of the lateral concrete pressure sin regulated by different standards; in the European countries the most used is the German standard DIN It must be noted that, despite formworks are temporary structures, they affect the safety of the workers and the final result.


The concrete type represents one of the principal factors to take into account for a formwork design. They are used to cast inner rings of tunnel, walls, slabs, ecc. Formworks are temporary structures i.

Standard – Pressure of fresh concrete on vertical formwork DIN –

Despite the notion of temporary structures, 182188 require a detailed and specific design, due to the high loads involved. Start-up of the Karlsruhe project.

Below this level, the pressure is considered constant, so an increasing of the depth does not more imply an increasing of the pressure. Home About Us Products. To prevent any dih, for the workers and for the final result, formwork should be designed for the ultimate as well for the serviceability limit states.

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. The classes vary from the stiff F1 to the very flowable F6, 18128 to the self-consolidating concrete SCC.

The crucial role played by the concrete in the formwork design

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.

This means higher loads acting of the formworks and consequently a bigger importance must be given to its design.

The dni design and the cycle of work have to be considered at early stage to ensure safely designed and cost-effective formwork systems. This pressure is comparable, at least in the first stage, to the pressure that the water exerts against the wall of a basin. After a certain time indicated with tE in the Standardshowever the concrete starts setting, and consequently the lateral pressure can be neglected.

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When the concrete is placed, it exerts a horizontal pressure against the surface of the formwork. As stated previously, the maximum lateral pressure of the concrete, according to DIN However, all these methods assume that concrete pressure increases linearly with depth to a maximum value and remains constant thereafter.

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 formwork can modify the pressure distribution. From this it is easy to understand dinn the concrete type and quality can impact on the dimensions of the formwork and consequently on its costs.

The rate of placement of concrete are always higher, up to hydrostatic pressures, and the concrete more flowable than in the past. The shutter must don designed properly in order to ensure that the loads are carried ddin with minimum deformations. However, the concrete is fluid only at earl stage of the pour; it starts the bounding process usually when the casting is still underway. The consistency class plays a crucial role in the maximum pressure definition: To avoid loss of time and money for the job site, formworks require the same level of Engineering required for permanent structures.