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Rationalisation in precast constructionthrough prefabricated connecting joints


Pfeifer Seil- und Hebetechnik GmbH, 87700 Memmingen, Germany

 


In steel reinforced concrete construction one usually speaks of a monolithic construction method. Structural elements such as floors, columns, beams, joists, foundations and wall elements are directly cast together in one piece. The reinforcement for the transmission of tensile forces in the steel reinforced concrete is continuous from one structural element to another. Monolithically planned steel reinforced concrete constructions are often replanned as precast constructions. Connecting joints with zero moments and shear force maxima are the rule and determine the dimensions or even supporting structures. This often causes difficulties. The better way is therefore to plan for the precast construction method right from the design stage. All precast parts can then be designed such that forces, in terms of type, size and direction, are transmitted via the connecting joints.

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Pfeifer Seil- und Hebetechnik GmbH
Dr.-Karl-Lenz-Strasse 66
87700 Memmingen, Germany
T +49 8331 937278
F +49 8331 937385
www.pfeifer.de
mkintscher@pfeifer.de


CPi worldwide journals are trade journals for the concrete and precast concrete industry that are published in 10 different language editions in more than 170 countries. These trade journals, with their practical editorial reporting on research, production and applications, are specifically addressing the decision makers of the concrete and precast concrete industry.

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