Pier and beam asynchronous construction method for hollow thin-wall pier tie beam

The invention discloses a pier and beam asynchronous construction method for a hollow thin-wall pier tie beam. The method comprises the following steps that, i, a chamfer between a pier body and the bottom of the tie beam is constructed when the pier body is constructed to a tie beam section; ii, a...

Ausführliche Beschreibung

Gespeichert in:
Bibliographische Detailangaben
Hauptverfasser: XIONG ZHIGANG, LIN ENCHUAN, ZHOU QI, CHEN WENPING, ZHANG DAPENG, LIU YONGMEI, YIN ZHIYONG, ZHANG XU, MA MIN
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 XIONG ZHIGANG
LIN ENCHUAN
ZHOU QI
CHEN WENPING
ZHANG DAPENG
LIU YONGMEI
YIN ZHIYONG
ZHANG XU
MA MIN
description The invention discloses a pier and beam asynchronous construction method for a hollow thin-wall pier tie beam. The method comprises the following steps that, i, a chamfer between a pier body and the bottom of the tie beam is constructed when the pier body is constructed to a tie beam section; ii, a pier body form is not detached and the pier body is continuously constructed upwards; iii, a prefabricated plate is set up on the chamfer to serve as a construction platform and a bottom mold; and iv, the tie beam is constructed. Aimed at solving the problems that in the case of existing pier body and tie beam construction steps, a pier body tie beam lower section, a pier body tie beam section and tie beam and a pier body tie beam upper section are sequentially constructed upwards layer by layer, compared with pier body construction, tie beam construction is more complex, and then overall construction period is delayed due to the tie beam construction, the pier and beam asynchronous construction method for the holl
format Patent
fullrecord <record><control><sourceid>epo_EVB</sourceid><recordid>TN_cdi_epo_espacenet_CN110396937A</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><sourcerecordid>CN110396937A</sourcerecordid><originalsourceid>FETCH-epo_espacenet_CN110396937A3</originalsourceid><addsrcrecordid>eNqNzEEKwjAQQNFsXIh6h_EABUtA6VKK4koU3JcxnZJAOhOSKcXbi-IBXP3N5y3N_RYoA3IPT8IRsLzY-SwsUwEnXDRPToMwjKReehgkg5cYZQb1gasZY4T0MTTQ11ibxYCx0ObXldmeT4_2UlGSjkpCR0zatde63tlm39jD0f7zvAHnxjfJ</addsrcrecordid><sourcetype>Open Access Repository</sourcetype><iscdi>true</iscdi><recordtype>patent</recordtype></control><display><type>patent</type><title>Pier and beam asynchronous construction method for hollow thin-wall pier tie beam</title><source>esp@cenet</source><creator>XIONG ZHIGANG ; LIN ENCHUAN ; ZHOU QI ; CHEN WENPING ; ZHANG DAPENG ; LIU YONGMEI ; YIN ZHIYONG ; ZHANG XU ; MA MIN</creator><creatorcontrib>XIONG ZHIGANG ; LIN ENCHUAN ; ZHOU QI ; CHEN WENPING ; ZHANG DAPENG ; LIU YONGMEI ; YIN ZHIYONG ; ZHANG XU ; MA MIN</creatorcontrib><description>The invention discloses a pier and beam asynchronous construction method for a hollow thin-wall pier tie beam. The method comprises the following steps that, i, a chamfer between a pier body and the bottom of the tie beam is constructed when the pier body is constructed to a tie beam section; ii, a pier body form is not detached and the pier body is continuously constructed upwards; iii, a prefabricated plate is set up on the chamfer to serve as a construction platform and a bottom mold; and iv, the tie beam is constructed. Aimed at solving the problems that in the case of existing pier body and tie beam construction steps, a pier body tie beam lower section, a pier body tie beam section and tie beam and a pier body tie beam upper section are sequentially constructed upwards layer by layer, compared with pier body construction, tie beam construction is more complex, and then overall construction period is delayed due to the tie beam construction, the pier and beam asynchronous construction method for the holl</description><language>chi ; eng</language><subject>ASSEMBLY OF BRIDGES ; CONSTRUCTION OF BRIDGES ; CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES ; FIXED CONSTRUCTIONS ; OR VIADUCTS</subject><creationdate>2019</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&amp;date=20191101&amp;DB=EPODOC&amp;CC=CN&amp;NR=110396937A$$EHTML$$P50$$Gepo$$Hfree_for_read</linktohtml><link.rule.ids>230,308,776,881,25542,76516</link.rule.ids><linktorsrc>$$Uhttps://worldwide.espacenet.com/publicationDetails/biblio?FT=D&amp;date=20191101&amp;DB=EPODOC&amp;CC=CN&amp;NR=110396937A$$EView_record_in_European_Patent_Office$$FView_record_in_$$GEuropean_Patent_Office$$Hfree_for_read</linktorsrc></links><search><creatorcontrib>XIONG ZHIGANG</creatorcontrib><creatorcontrib>LIN ENCHUAN</creatorcontrib><creatorcontrib>ZHOU QI</creatorcontrib><creatorcontrib>CHEN WENPING</creatorcontrib><creatorcontrib>ZHANG DAPENG</creatorcontrib><creatorcontrib>LIU YONGMEI</creatorcontrib><creatorcontrib>YIN ZHIYONG</creatorcontrib><creatorcontrib>ZHANG XU</creatorcontrib><creatorcontrib>MA MIN</creatorcontrib><title>Pier and beam asynchronous construction method for hollow thin-wall pier tie beam</title><description>The invention discloses a pier and beam asynchronous construction method for a hollow thin-wall pier tie beam. The method comprises the following steps that, i, a chamfer between a pier body and the bottom of the tie beam is constructed when the pier body is constructed to a tie beam section; ii, a pier body form is not detached and the pier body is continuously constructed upwards; iii, a prefabricated plate is set up on the chamfer to serve as a construction platform and a bottom mold; and iv, the tie beam is constructed. Aimed at solving the problems that in the case of existing pier body and tie beam construction steps, a pier body tie beam lower section, a pier body tie beam section and tie beam and a pier body tie beam upper section are sequentially constructed upwards layer by layer, compared with pier body construction, tie beam construction is more complex, and then overall construction period is delayed due to the tie beam construction, the pier and beam asynchronous construction method for the holl</description><subject>ASSEMBLY OF BRIDGES</subject><subject>CONSTRUCTION OF BRIDGES</subject><subject>CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES</subject><subject>FIXED CONSTRUCTIONS</subject><subject>OR VIADUCTS</subject><fulltext>true</fulltext><rsrctype>patent</rsrctype><creationdate>2019</creationdate><recordtype>patent</recordtype><sourceid>EVB</sourceid><recordid>eNqNzEEKwjAQQNFsXIh6h_EABUtA6VKK4koU3JcxnZJAOhOSKcXbi-IBXP3N5y3N_RYoA3IPT8IRsLzY-SwsUwEnXDRPToMwjKReehgkg5cYZQb1gasZY4T0MTTQ11ibxYCx0ObXldmeT4_2UlGSjkpCR0zatde63tlm39jD0f7zvAHnxjfJ</recordid><startdate>20191101</startdate><enddate>20191101</enddate><creator>XIONG ZHIGANG</creator><creator>LIN ENCHUAN</creator><creator>ZHOU QI</creator><creator>CHEN WENPING</creator><creator>ZHANG DAPENG</creator><creator>LIU YONGMEI</creator><creator>YIN ZHIYONG</creator><creator>ZHANG XU</creator><creator>MA MIN</creator><scope>EVB</scope></search><sort><creationdate>20191101</creationdate><title>Pier and beam asynchronous construction method for hollow thin-wall pier tie beam</title><author>XIONG ZHIGANG ; LIN ENCHUAN ; ZHOU QI ; CHEN WENPING ; ZHANG DAPENG ; LIU YONGMEI ; YIN ZHIYONG ; ZHANG XU ; MA MIN</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-epo_espacenet_CN110396937A3</frbrgroupid><rsrctype>patents</rsrctype><prefilter>patents</prefilter><language>chi ; eng</language><creationdate>2019</creationdate><topic>ASSEMBLY OF BRIDGES</topic><topic>CONSTRUCTION OF BRIDGES</topic><topic>CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES</topic><topic>FIXED CONSTRUCTIONS</topic><topic>OR VIADUCTS</topic><toplevel>online_resources</toplevel><creatorcontrib>XIONG ZHIGANG</creatorcontrib><creatorcontrib>LIN ENCHUAN</creatorcontrib><creatorcontrib>ZHOU QI</creatorcontrib><creatorcontrib>CHEN WENPING</creatorcontrib><creatorcontrib>ZHANG DAPENG</creatorcontrib><creatorcontrib>LIU YONGMEI</creatorcontrib><creatorcontrib>YIN ZHIYONG</creatorcontrib><creatorcontrib>ZHANG XU</creatorcontrib><creatorcontrib>MA MIN</creatorcontrib><collection>esp@cenet</collection></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext_linktorsrc</fulltext></delivery><addata><au>XIONG ZHIGANG</au><au>LIN ENCHUAN</au><au>ZHOU QI</au><au>CHEN WENPING</au><au>ZHANG DAPENG</au><au>LIU YONGMEI</au><au>YIN ZHIYONG</au><au>ZHANG XU</au><au>MA MIN</au><format>patent</format><genre>patent</genre><ristype>GEN</ristype><title>Pier and beam asynchronous construction method for hollow thin-wall pier tie beam</title><date>2019-11-01</date><risdate>2019</risdate><abstract>The invention discloses a pier and beam asynchronous construction method for a hollow thin-wall pier tie beam. The method comprises the following steps that, i, a chamfer between a pier body and the bottom of the tie beam is constructed when the pier body is constructed to a tie beam section; ii, a pier body form is not detached and the pier body is continuously constructed upwards; iii, a prefabricated plate is set up on the chamfer to serve as a construction platform and a bottom mold; and iv, the tie beam is constructed. Aimed at solving the problems that in the case of existing pier body and tie beam construction steps, a pier body tie beam lower section, a pier body tie beam section and tie beam and a pier body tie beam upper section are sequentially constructed upwards layer by layer, compared with pier body construction, tie beam construction is more complex, and then overall construction period is delayed due to the tie beam construction, the pier and beam asynchronous construction method for the holl</abstract><oa>free_for_read</oa></addata></record>
fulltext fulltext_linktorsrc
identifier
ispartof
issn
language chi ; eng
recordid cdi_epo_espacenet_CN110396937A
source esp@cenet
subjects ASSEMBLY OF BRIDGES
CONSTRUCTION OF BRIDGES
CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
FIXED CONSTRUCTIONS
OR VIADUCTS
title Pier and beam asynchronous construction method for hollow thin-wall pier tie beam
url https://sfx.bib-bvb.de/sfx_tum?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2025-02-13T20%3A03%3A26IST&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=XIONG%20ZHIGANG&rft.date=2019-11-01&rft_id=info:doi/&rft_dat=%3Cepo_EVB%3ECN110396937A%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