METHOD FOR TEMPORARY SPAN STRUCTURE SECURING DURING ASSEMBLAGE THEREOF WITH THE USE OF TEMPORARY STRESSED HIGH-STRENGTH REINFORCEMENT BUNDLES

FIELD: bridge building, particularly structural or constructional details of bridges. ^ SUBSTANCE: method involves forming channels in pier and in span structure to be mounted, wherein channel axes face each other; registering channel axes; arranging high-strength reinforcement in channels of span s...

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Main Authors KURAKIN P.P, PRASOV N.V, KOROTIN V.N, VINOKUR F.V, KHOMSKIJ A.O, TRET'JAKOV A.M
Format Patent
LanguageEnglish
Russian
Published 27.03.2005
Edition7
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Abstract FIELD: bridge building, particularly structural or constructional details of bridges. ^ SUBSTANCE: method involves forming channels in pier and in span structure to be mounted, wherein channel axes face each other; registering channel axes; arranging high-strength reinforcement in channels of span structure and pier so that anchor connections may be installed at least on one reinforcement end and/or demounted from it; connecting another reinforcement end to reinforcement tightening means; tensioning temporary reinforcement and compensating force caused due to span structure cantilevered position on pier; performing span structure securing to pier and connecting longitudinal reinforcement thereof; removing stresses from temporary prestressed bundles; demounting anchor connections and removing temporary stressed reinforcement bundles from channels. ^ EFFECT: increased building rate, increased connection reliability, reduced labor inputs, possibility to use reinforcement bundles in main bridge structure parts. ^ 11 cl, 2 dwg
AbstractList FIELD: bridge building, particularly structural or constructional details of bridges. ^ SUBSTANCE: method involves forming channels in pier and in span structure to be mounted, wherein channel axes face each other; registering channel axes; arranging high-strength reinforcement in channels of span structure and pier so that anchor connections may be installed at least on one reinforcement end and/or demounted from it; connecting another reinforcement end to reinforcement tightening means; tensioning temporary reinforcement and compensating force caused due to span structure cantilevered position on pier; performing span structure securing to pier and connecting longitudinal reinforcement thereof; removing stresses from temporary prestressed bundles; demounting anchor connections and removing temporary stressed reinforcement bundles from channels. ^ EFFECT: increased building rate, increased connection reliability, reduced labor inputs, possibility to use reinforcement bundles in main bridge structure parts. ^ 11 cl, 2 dwg
Author KHOMSKIJ A.O
KURAKIN P.P
KOROTIN V.N
PRASOV N.V
VINOKUR F.V
TRET'JAKOV A.M
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Snippet FIELD: bridge building, particularly structural or constructional details of bridges. ^ SUBSTANCE: method involves forming channels in pier and in span...
SourceID epo
SourceType Open Access Repository
SubjectTerms ASSEMBLY OF BRIDGES
CONSTRUCTION OF BRIDGES
CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
FIXED CONSTRUCTIONS
OR VIADUCTS
Title METHOD FOR TEMPORARY SPAN STRUCTURE SECURING DURING ASSEMBLAGE THEREOF WITH THE USE OF TEMPORARY STRESSED HIGH-STRENGTH REINFORCEMENT BUNDLES
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