Temporary reinforcing method for steel truss girder sections
The invention discloses a temporary reinforcing method of a steel truss girder segment, and relates to the technical field of temporary reinforcing of the steel truss girder segment, and the temporary reinforcing method comprises the following steps: S1, drawing up a supporting point of the steel tr...
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creator | CHEN MING ZOU MINYONG WANG FAN WANG XIAOPENG CAI LUAN PENG ZUI MANDA TAMOTSU WANG ZHONGBIN |
description | The invention discloses a temporary reinforcing method of a steel truss girder segment, and relates to the technical field of temporary reinforcing of the steel truss girder segment, and the temporary reinforcing method comprises the following steps: S1, drawing up a supporting point of the steel truss girder segment in a construction stage; s2, whether the steel truss girder sections need to be reinforced or not is judged; s3, selecting a double-side reinforcing scheme or a single-side reinforcing scheme; s41, a first reinforcing piece or a second reinforcing piece is additionally arranged according to the pull rod design, and a third reinforcing piece is additionally arranged according to the pull-press rod design; s42, additionally arranging a first reinforcing member and a second reinforcing member according to the design of the pull rod, and optionally additionally arranging a third reinforcing member according to the design of the pull rod; s5, judging whether the stress and deformation of the steel tru |
format | Patent |
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s2, whether the steel truss girder sections need to be reinforced or not is judged; s3, selecting a double-side reinforcing scheme or a single-side reinforcing scheme; s41, a first reinforcing piece or a second reinforcing piece is additionally arranged according to the pull rod design, and a third reinforcing piece is additionally arranged according to the pull-press rod design; s42, additionally arranging a first reinforcing member and a second reinforcing member according to the design of the pull rod, and optionally additionally arranging a third reinforcing member according to the design of the pull rod; s5, judging whether the stress and deformation of the steel tru</description><language>chi ; eng</language><subject>ASSEMBLY OF BRIDGES ; CONSTRUCTION OF BRIDGES ; CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES ; FIXED CONSTRUCTIONS ; OR VIADUCTS</subject><creationdate>2023</creationdate><oa>free_for_read</oa><woscitedreferencessubscribed>false</woscitedreferencessubscribed></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktohtml>$$Uhttps://worldwide.espacenet.com/publicationDetails/biblio?FT=D&date=20230912&DB=EPODOC&CC=CN&NR=116732909A$$EHTML$$P50$$Gepo$$Hfree_for_read</linktohtml><link.rule.ids>230,308,780,885,25564,76547</link.rule.ids><linktorsrc>$$Uhttps://worldwide.espacenet.com/publicationDetails/biblio?FT=D&date=20230912&DB=EPODOC&CC=CN&NR=116732909A$$EView_record_in_European_Patent_Office$$FView_record_in_$$GEuropean_Patent_Office$$Hfree_for_read</linktorsrc></links><search><creatorcontrib>CHEN MING</creatorcontrib><creatorcontrib>ZOU MINYONG</creatorcontrib><creatorcontrib>WANG FAN</creatorcontrib><creatorcontrib>WANG XIAOPENG</creatorcontrib><creatorcontrib>CAI LUAN</creatorcontrib><creatorcontrib>PENG ZUI</creatorcontrib><creatorcontrib>MANDA TAMOTSU</creatorcontrib><creatorcontrib>WANG ZHONGBIN</creatorcontrib><title>Temporary reinforcing method for steel truss girder sections</title><description>The invention discloses a temporary reinforcing method of a steel truss girder segment, and relates to the technical field of temporary reinforcing of the steel truss girder segment, and the temporary reinforcing method comprises the following steps: S1, drawing up a supporting point of the steel truss girder segment in a construction stage; 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s2, whether the steel truss girder sections need to be reinforced or not is judged; s3, selecting a double-side reinforcing scheme or a single-side reinforcing scheme; s41, a first reinforcing piece or a second reinforcing piece is additionally arranged according to the pull rod design, and a third reinforcing piece is additionally arranged according to the pull-press rod design; s42, additionally arranging a first reinforcing member and a second reinforcing member according to the design of the pull rod, and optionally additionally arranging a third reinforcing member according to the design of the pull rod; s5, judging whether the stress and deformation of the steel tru</abstract><oa>free_for_read</oa></addata></record> |
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subjects | ASSEMBLY OF BRIDGES CONSTRUCTION OF BRIDGES CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES FIXED CONSTRUCTIONS OR VIADUCTS |
title | Temporary reinforcing method for steel truss girder sections |
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