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Formwork-free, continuous production of variable frame elements for modular shell structures

Conventional construction of concrete shells involves a costly and time-consuming erection of custom formwork. An alternative approach that avoids this is an on-site assembly of shells from prefabricated
modules. This article presents a new, highly automated method for the production of such modules. The proposed method combines the technology of full-width 3D concrete printing using strain-hardening cement-based composite and the technology of robotic textile mesh production from mineral-impregnated carbon yarns.

Identiferoai:union.ndltd.org:DRESDEN/oai:qucosa:de:qucosa:81877
Date10 November 2022
CreatorsIvaniuk, Egor, Mechtcherine, Viktor
ContributorsDeutscher Ausschuss für Stahlbeton e.V. (DAfStb)
PublisherTU Dresden, TU Dresden
Source SetsHochschulschriftenserver (HSSS) der SLUB Dresden
LanguageEnglish
Detected LanguageEnglish
Typedoc-type:conferenceObject, info:eu-repo/semantics/conferenceObject, doc-type:Text
Rightsinfo:eu-repo/semantics/openAccess
Relationurn:nbn:de:bsz:14-qucosa2-817893, qucosa:81789

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