Übersetzung für "Concrete formwork" in Deutsch

After pour concrete all formwork elements are removed without problems.

"Standard Schalung" (standard formworks) was the first patented concrete formwork by PASCHAL.

After the setting of the concrete, the formwork 13 is removed.

The PASCHAL Group is an international specialist for concrete formwork, shoring systems and formwork design software.

Then, the formwork is filled up with concrete and the formwork elements are removed after the latter has hardened.

The cap plate is fastened to a rear face of one of the formwork elements of the concrete wall formwork.

In order to save large amounts of concrete the formwork could be adjusted to different shapes.

700 m² of LOGO.3 from PASCHAL was used as concrete formwork, as well as 68 climbing brackets.

The supplier and advisor for the concrete formwork is PASCHAL-Werk G. Maier GmbH (Steinach).

700 mÂ2 of LOGO.3 from PASCHAL was used as concrete formwork, as well as 68 climbing brackets .

Supplier and consultant for concrete formwork is the PASCHAL-Werk G. Maier GmbH (Steinach).

Depending on the pressure head of the concrete inside the formwork, the counter-pressure provided by the bracing unit, that is, the pressure within the hose 5, is selected so that the position of the formwork sections cannot change.

A stop is disclosed in DE-A 30 009 672 and is used as a side support for concrete formwork and is fastened to a component by means of a nail.

The special conditions in gallery or tunnel construction or also shaft construction require a concrete formwork, which on the one hand can slide forward either continuously or discontinuously and, on the other hand, can be converted to a charge-wise concreting operation when required without effort, for example when special reinforcements are needed in particularly loaded sections of the structure or when sections are to be left open for recesses or cross channels, etc.

The core parts 11, 12 are surrounded by a casing 13 which consists of a flexible material which can preferably be produced from an elastic polyurethane resistant to the chemical and physical effects of the concrete or formwork material (formwork oil or the like) and which are capable of withstanding mechanical loads which occur when the tie 2 is laid in place and when the molding 1 is removed from the precast concrete part.

On the other hand, in the regions in which the concrete has already hardened to such an extent that it cannot yield either plastically or elastically to the forces exerted by the sliding form upon its advance and in which therefore there is the danger of the cracking or fracturing of the concrete, the formwork body is so supported on the supporting structure by suitable supporting by means of elastic rather than rigid transmission members that, while it is still capable of taking up the high forces which are exerted on it by the concrete which is itself not yet capable of bearing load and by the earth surrounding said concrete, nevertheless, when these forces exceed a predetermined amount as a result of the occurrence of constraints or adherence stresses, it can yield elastically and can thus avoid an excessive stressing of the rigid concrete which is subject to fracturing.