Akikora Thanks to the non-visible fixing of the plywood, a concrete surface without any marks of these fixings is guaranteed. In the case of geometries differing from the classical rectangular shape, inserted wooden stencils encofrdaos to size are used. In cases of regular bridge section this leads to typical applications for spans of 12m up to 18m. Spindles, a hydraulic system for lifting, uoma and adjusting, wheels and rollers for moving and further useful components complete the system. The admissible concrete pressure is defined in accordance to the specifications of the project.
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Akikora Thanks to the non-visible fixing of the plywood, a concrete surface without any marks of these fixings is guaranteed. In the case of geometries differing from the classical rectangular shape, inserted wooden stencils encofrdaos to size are used.
In cases of regular bridge section this leads to typical applications for spans of 12m up to 18m. Spindles, a hydraulic system for lifting, uoma and adjusting, wheels and rollers for moving and further useful components complete the system.
The admissible concrete pressure is defined in accordance to the specifications of the project. Slim structures with maximum efficiency. The safe access can be guaranteed by the universal ULMA ladder system. The truss-like main structure is placed in movable manner either on the upside of the bridge or, in cases of particular requirement, below bridge. The inner formworks, through guiding rails fixed underside the slab, are as a complete unit independent of the rest of the structure.
In cases of spans of 18m up to 24m the HEA system is used. This website uses technical, analytical and third-party cookies, in order to send you advertisements encofardos line with your preferences. Since ever truss structures have been proven ilma most efficient solution for long spans. The modular and standard solution with steel panels, adjustable to any radiuses. In the case of extremely short pier-heads the two separate carriages, subsequently provided for balanced working, can be united to one structure without need of additional u,ma.
Encofrado para muro de carga Formworks for Columns By ULMA Construction Using the provided wheels it is possible to move the formwork rapidly and independently of any crane-use. Independently of the method of construction as cut and cover or mined, always the same standardized components are used.
The application as usual configuration, like known from use as wall formwork, allows the easy adaptation to any further geometry. The Engineering System MECCANO is the modular system which, by encofgados combination of various standardized single components, facilitates any customized solution of formwork or falsework constructions.
The inner formwork-unit is moved completely independently. In order to guarantee the on-the-job-safety, in complete accordance to the valid safety standards, a complete working platform, adapted to the various diameters, is provided.
The F4 column formwork is a complete envofrados for the construction of columns with variable rectangular geometry with a side-range of 0,60m, especially dedicated to job-sites with a large number of columns to be realized with high frequency of pours. The possible fixing of the formwork facing birch plywood 21mm, solid wood strips from rear side does not only build the base for a possible fair-faced concrete surface, but guarantees also a more efficient working-flow during preassembly.
Of course, the vast range of standardized accessories, as used also in other product ranges, is applicable also in this case. The several Formworks for Columns of ULMA facilitate the realization of your ambitious constructions using precise products with the guarantee of an optimal result enccofrados to your specific project requirements.
On demand the carriage can be completed with additional lifting equipment which facilitates the inserting of prefabricated reinforcement-units. All the single components are combined with simple standard bolt and pin connections. The position as well as the quantity of the tie rods are defined according the structural conditions and with possible consideration of the architectural requirements regarding the grid of holes.
The truss solution facilitates an erection in any units, always according the specific crane capacity and conditions in-situ. In addition to use encofdados a simple column formwork, the semi-shells can also be used to build semi-circular stop-ends; the profile shape of the end-rails facilitates the combination with all ULMA wall panel systems. TOP 10 Related.
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