Steel trestle capable of resisting flood buoyancy impact and construction method of steel trestle
The invention relates to a steel trestle capable of resisting floodflow buoyancy impact and a construction method of the steel trestle, and belongs to the technical field of building construction.The steel trestle comprises steel pipe piles, friction sand, a steel frame, bailey beams, transverse pro...
Gespeichert in:
Hauptverfasser: | , , , , , , , , , |
---|---|
Format: | Patent |
Sprache: | chi ; eng |
Schlagworte: | |
Online-Zugang: | Volltext bestellen |
Tags: |
Tag hinzufügen
Keine Tags, Fügen Sie den ersten Tag hinzu!
|
container_end_page | |
---|---|
container_issue | |
container_start_page | |
container_title | |
container_volume | |
creator | WU TINGSHENG XIE HUI LIU ZHAOXIANG SHEN QIANG RAN CHAO YANG BO HU ZHANG RAN XIN YANG XUYAN YAN XIAOFENG |
description | The invention relates to a steel trestle capable of resisting floodflow buoyancy impact and a construction method of the steel trestle, and belongs to the technical field of building construction.The steel trestle comprises steel pipe piles, friction sand, a steel frame, bailey beams, transverse profile steel beams, longitudinal profile steel beams and a bridge deck steel plate, the steel pipe piles are arranged at intervals, and the bottom ends of the steel pipe piles are embedded into pile holes of an underground rock stratum; gaps between the outer sides of the steel pipe piles and pile holes are filled with the friction sand materials, the steel frames are fixedly installed at the top ends of the steel pipe piles, the bailey beams are arranged at intervals and fixedly installed on the steel frames, the transverse profile steel beams are fixedly installed on the bailey beams, the longitudinal profile steel beams are erected on the transverse profile steel beams, and the steel pipes are fixedly installed on |
format | Patent |
fullrecord | <record><control><sourceid>epo_EVB</sourceid><recordid>TN_cdi_epo_espacenet_CN117822413A</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><sourcerecordid>CN117822413A</sourcerecordid><originalsourceid>FETCH-epo_espacenet_CN117822413A3</originalsourceid><addsrcrecordid>eNqNjDEOwjAMRbMwIOAO5gAMaZFgRRWIiQX2yk0dGimNo9odensyMDAyPenr_bc2-FSiCDqRaCRwmLErZA9lCaIhvcFH5h66mRdMboEwZnQKmHpwnESn2WngBCPpULxyld_m1qw8RqHdlxuzv11fzf1AmVuS0qJE2jYPa0_nqjra-lL_43wARl0-Jw</addsrcrecordid><sourcetype>Open Access Repository</sourcetype><iscdi>true</iscdi><recordtype>patent</recordtype></control><display><type>patent</type><title>Steel trestle capable of resisting flood buoyancy impact and construction method of steel trestle</title><source>esp@cenet</source><creator>WU TINGSHENG ; XIE HUI ; LIU ZHAOXIANG ; SHEN QIANG ; RAN CHAO ; YANG BO ; HU ZHANG ; RAN XIN ; YANG XUYAN ; YAN XIAOFENG</creator><creatorcontrib>WU TINGSHENG ; XIE HUI ; LIU ZHAOXIANG ; SHEN QIANG ; RAN CHAO ; YANG BO ; HU ZHANG ; RAN XIN ; YANG XUYAN ; YAN XIAOFENG</creatorcontrib><description>The invention relates to a steel trestle capable of resisting floodflow buoyancy impact and a construction method of the steel trestle, and belongs to the technical field of building construction.The steel trestle comprises steel pipe piles, friction sand, a steel frame, bailey beams, transverse profile steel beams, longitudinal profile steel beams and a bridge deck steel plate, the steel pipe piles are arranged at intervals, and the bottom ends of the steel pipe piles are embedded into pile holes of an underground rock stratum; gaps between the outer sides of the steel pipe piles and pile holes are filled with the friction sand materials, the steel frames are fixedly installed at the top ends of the steel pipe piles, the bailey beams are arranged at intervals and fixedly installed on the steel frames, the transverse profile steel beams are fixedly installed on the bailey beams, the longitudinal profile steel beams are erected on the transverse profile steel beams, and the steel pipes are fixedly installed on</description><language>chi ; eng</language><subject>ASSEMBLY OF BRIDGES ; CONSTRUCTION OF BRIDGES ; CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES ; EMBANKMENTS ; EXCAVATIONS ; FIXED CONSTRUCTIONS ; FOUNDATIONS ; HYDRAULIC ENGINEERING ; OR VIADUCTS ; SOIL SHIFTING ; UNDERGROUND OR UNDERWATER STRUCTURES</subject><creationdate>2024</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=20240405&DB=EPODOC&CC=CN&NR=117822413A$$EHTML$$P50$$Gepo$$Hfree_for_read</linktohtml><link.rule.ids>230,308,776,881,25544,76293</link.rule.ids><linktorsrc>$$Uhttps://worldwide.espacenet.com/publicationDetails/biblio?FT=D&date=20240405&DB=EPODOC&CC=CN&NR=117822413A$$EView_record_in_European_Patent_Office$$FView_record_in_$$GEuropean_Patent_Office$$Hfree_for_read</linktorsrc></links><search><creatorcontrib>WU TINGSHENG</creatorcontrib><creatorcontrib>XIE HUI</creatorcontrib><creatorcontrib>LIU ZHAOXIANG</creatorcontrib><creatorcontrib>SHEN QIANG</creatorcontrib><creatorcontrib>RAN CHAO</creatorcontrib><creatorcontrib>YANG BO</creatorcontrib><creatorcontrib>HU ZHANG</creatorcontrib><creatorcontrib>RAN XIN</creatorcontrib><creatorcontrib>YANG XUYAN</creatorcontrib><creatorcontrib>YAN XIAOFENG</creatorcontrib><title>Steel trestle capable of resisting flood buoyancy impact and construction method of steel trestle</title><description>The invention relates to a steel trestle capable of resisting floodflow buoyancy impact and a construction method of the steel trestle, and belongs to the technical field of building construction.The steel trestle comprises steel pipe piles, friction sand, a steel frame, bailey beams, transverse profile steel beams, longitudinal profile steel beams and a bridge deck steel plate, the steel pipe piles are arranged at intervals, and the bottom ends of the steel pipe piles are embedded into pile holes of an underground rock stratum; gaps between the outer sides of the steel pipe piles and pile holes are filled with the friction sand materials, the steel frames are fixedly installed at the top ends of the steel pipe piles, the bailey beams are arranged at intervals and fixedly installed on the steel frames, the transverse profile steel beams are fixedly installed on the bailey beams, the longitudinal profile steel beams are erected on the transverse profile steel beams, and the steel pipes are fixedly installed on</description><subject>ASSEMBLY OF BRIDGES</subject><subject>CONSTRUCTION OF BRIDGES</subject><subject>CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES</subject><subject>EMBANKMENTS</subject><subject>EXCAVATIONS</subject><subject>FIXED CONSTRUCTIONS</subject><subject>FOUNDATIONS</subject><subject>HYDRAULIC ENGINEERING</subject><subject>OR VIADUCTS</subject><subject>SOIL SHIFTING</subject><subject>UNDERGROUND OR UNDERWATER STRUCTURES</subject><fulltext>true</fulltext><rsrctype>patent</rsrctype><creationdate>2024</creationdate><recordtype>patent</recordtype><sourceid>EVB</sourceid><recordid>eNqNjDEOwjAMRbMwIOAO5gAMaZFgRRWIiQX2yk0dGimNo9odensyMDAyPenr_bc2-FSiCDqRaCRwmLErZA9lCaIhvcFH5h66mRdMboEwZnQKmHpwnESn2WngBCPpULxyld_m1qw8RqHdlxuzv11fzf1AmVuS0qJE2jYPa0_nqjra-lL_43wARl0-Jw</recordid><startdate>20240405</startdate><enddate>20240405</enddate><creator>WU TINGSHENG</creator><creator>XIE HUI</creator><creator>LIU ZHAOXIANG</creator><creator>SHEN QIANG</creator><creator>RAN CHAO</creator><creator>YANG BO</creator><creator>HU ZHANG</creator><creator>RAN XIN</creator><creator>YANG XUYAN</creator><creator>YAN XIAOFENG</creator><scope>EVB</scope></search><sort><creationdate>20240405</creationdate><title>Steel trestle capable of resisting flood buoyancy impact and construction method of steel trestle</title><author>WU TINGSHENG ; XIE HUI ; LIU ZHAOXIANG ; SHEN QIANG ; RAN CHAO ; YANG BO ; HU ZHANG ; RAN XIN ; YANG XUYAN ; YAN XIAOFENG</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-epo_espacenet_CN117822413A3</frbrgroupid><rsrctype>patents</rsrctype><prefilter>patents</prefilter><language>chi ; eng</language><creationdate>2024</creationdate><topic>ASSEMBLY OF BRIDGES</topic><topic>CONSTRUCTION OF BRIDGES</topic><topic>CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES</topic><topic>EMBANKMENTS</topic><topic>EXCAVATIONS</topic><topic>FIXED CONSTRUCTIONS</topic><topic>FOUNDATIONS</topic><topic>HYDRAULIC ENGINEERING</topic><topic>OR VIADUCTS</topic><topic>SOIL SHIFTING</topic><topic>UNDERGROUND OR UNDERWATER STRUCTURES</topic><toplevel>online_resources</toplevel><creatorcontrib>WU TINGSHENG</creatorcontrib><creatorcontrib>XIE HUI</creatorcontrib><creatorcontrib>LIU ZHAOXIANG</creatorcontrib><creatorcontrib>SHEN QIANG</creatorcontrib><creatorcontrib>RAN CHAO</creatorcontrib><creatorcontrib>YANG BO</creatorcontrib><creatorcontrib>HU ZHANG</creatorcontrib><creatorcontrib>RAN XIN</creatorcontrib><creatorcontrib>YANG XUYAN</creatorcontrib><creatorcontrib>YAN XIAOFENG</creatorcontrib><collection>esp@cenet</collection></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext_linktorsrc</fulltext></delivery><addata><au>WU TINGSHENG</au><au>XIE HUI</au><au>LIU ZHAOXIANG</au><au>SHEN QIANG</au><au>RAN CHAO</au><au>YANG BO</au><au>HU ZHANG</au><au>RAN XIN</au><au>YANG XUYAN</au><au>YAN XIAOFENG</au><format>patent</format><genre>patent</genre><ristype>GEN</ristype><title>Steel trestle capable of resisting flood buoyancy impact and construction method of steel trestle</title><date>2024-04-05</date><risdate>2024</risdate><abstract>The invention relates to a steel trestle capable of resisting floodflow buoyancy impact and a construction method of the steel trestle, and belongs to the technical field of building construction.The steel trestle comprises steel pipe piles, friction sand, a steel frame, bailey beams, transverse profile steel beams, longitudinal profile steel beams and a bridge deck steel plate, the steel pipe piles are arranged at intervals, and the bottom ends of the steel pipe piles are embedded into pile holes of an underground rock stratum; gaps between the outer sides of the steel pipe piles and pile holes are filled with the friction sand materials, the steel frames are fixedly installed at the top ends of the steel pipe piles, the bailey beams are arranged at intervals and fixedly installed on the steel frames, the transverse profile steel beams are fixedly installed on the bailey beams, the longitudinal profile steel beams are erected on the transverse profile steel beams, and the steel pipes are fixedly installed on</abstract><oa>free_for_read</oa></addata></record> |
fulltext | fulltext_linktorsrc |
identifier | |
ispartof | |
issn | |
language | chi ; eng |
recordid | cdi_epo_espacenet_CN117822413A |
source | esp@cenet |
subjects | ASSEMBLY OF BRIDGES CONSTRUCTION OF BRIDGES CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES EMBANKMENTS EXCAVATIONS FIXED CONSTRUCTIONS FOUNDATIONS HYDRAULIC ENGINEERING OR VIADUCTS SOIL SHIFTING UNDERGROUND OR UNDERWATER STRUCTURES |
title | Steel trestle capable of resisting flood buoyancy impact and construction method of steel trestle |
url | https://sfx.bib-bvb.de/sfx_tum?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2025-01-27T19%3A36%3A05IST&url_ver=Z39.88-2004&url_ctx_fmt=infofi/fmt:kev:mtx:ctx&rfr_id=info:sid/primo.exlibrisgroup.com:primo3-Article-epo_EVB&rft_val_fmt=info:ofi/fmt:kev:mtx:patent&rft.genre=patent&rft.au=WU%20TINGSHENG&rft.date=2024-04-05&rft_id=info:doi/&rft_dat=%3Cepo_EVB%3ECN117822413A%3C/epo_EVB%3E%3Curl%3E%3C/url%3E&disable_directlink=true&sfx.directlink=off&sfx.report_link=0&rft_id=info:oai/&rft_id=info:pmid/&rfr_iscdi=true |