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 | , , , , , |
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Format | Patent |
Language | English Russian |
Published |
27.03.2005
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Edition | 7 |
Subjects | |
Online Access | Get full text |
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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 |
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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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DocumentTitleAlternate | СПОСОБ ВРЕМЕННОГО ЗАКРЕПЛЕНИЯ ПРОЛЕТНЫХ СТРОЕНИЙ В ПРОЦЕССЕ МОНТАЖА С ПОМОЩЬЮ ВРЕМЕННЫХ НАПРЯГАЕМЫХПУЧКОВ ИЗ ВЫСОКОПРОЧНОЙ АРМАТУРЫ |
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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... |
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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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