Method for erecting and disassembling scaffold for single-pile conical section

The invention relates to the technical field of wind power, in particular to a method for erecting and disassembling a scaffold for a single-pile conical section. The method comprises the following steps that S1, an erecting platform is manufactured according to a design drawing; S2, the erecting pl...

Ausführliche Beschreibung

Gespeichert in:
Bibliographische Detailangaben
Hauptverfasser: LIN RENZHI, TAN JILIANG, HUANG LIYUAN, WANG ZHENG, CHEN SIHONG
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 LIN RENZHI
TAN JILIANG
HUANG LIYUAN
WANG ZHENG
CHEN SIHONG
description The invention relates to the technical field of wind power, in particular to a method for erecting and disassembling a scaffold for a single-pile conical section. The method comprises the following steps that S1, an erecting platform is manufactured according to a design drawing; S2, the erecting platform is transported to the position close to the completed conical section; S3, the conical section is hoisted to the erecting platform; S4, the scaffold is erected on the erecting platform till the inner wall face and the outer circumferential face of the conical section are covered and overlapped; S5, the conical section and the scaffold are used as a whole to be transported to a supporting platform of a sand shed for sanding operation; S6, the conical section and the scaffold which are subjected to sanding operation are used as a whole to be transported to a supporting platform of a coating shed to be subjected to coating operation; and S7, the conical section and the scaffold which are subjected to coating op
format Patent
fullrecord <record><control><sourceid>epo_EVB</sourceid><recordid>TN_cdi_epo_espacenet_CN113481990A</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><sourcerecordid>CN113481990A</sourcerecordid><originalsourceid>FETCH-epo_espacenet_CN113481990A3</originalsourceid><addsrcrecordid>eNqNi0EKwjAQAHPxIOof1gcUDPVgj1IUL_bkvaybjQbWbOjm_2jRB3gaGGaWbrhyfWqAqBPwxFRTfgDmACEZmvHrLrMxwhhVvp19jHBTkjCQ5kQoYPOqee0WEcV48-PKbc-nW39puOjIVpA4cx37wft2f_Bdtzu2_zRvGLk2ng</addsrcrecordid><sourcetype>Open Access Repository</sourcetype><iscdi>true</iscdi><recordtype>patent</recordtype></control><display><type>patent</type><title>Method for erecting and disassembling scaffold for single-pile conical section</title><source>esp@cenet</source><creator>LIN RENZHI ; TAN JILIANG ; HUANG LIYUAN ; WANG ZHENG ; CHEN SIHONG</creator><creatorcontrib>LIN RENZHI ; TAN JILIANG ; HUANG LIYUAN ; WANG ZHENG ; CHEN SIHONG</creatorcontrib><description>The invention relates to the technical field of wind power, in particular to a method for erecting and disassembling a scaffold for a single-pile conical section. The method comprises the following steps that S1, an erecting platform is manufactured according to a design drawing; S2, the erecting platform is transported to the position close to the completed conical section; S3, the conical section is hoisted to the erecting platform; S4, the scaffold is erected on the erecting platform till the inner wall face and the outer circumferential face of the conical section are covered and overlapped; S5, the conical section and the scaffold are used as a whole to be transported to a supporting platform of a sand shed for sanding operation; S6, the conical section and the scaffold which are subjected to sanding operation are used as a whole to be transported to a supporting platform of a coating shed to be subjected to coating operation; and S7, the conical section and the scaffold which are subjected to coating op</description><language>chi ; eng</language><subject>EMBANKMENTS ; EXCAVATIONS ; FIXED CONSTRUCTIONS ; FOUNDATIONS ; HYDRAULIC ENGINEERING ; SOIL SHIFTING ; UNDERGROUND OR UNDERWATER STRUCTURES</subject><creationdate>2021</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=20211008&amp;DB=EPODOC&amp;CC=CN&amp;NR=113481990A$$EHTML$$P50$$Gepo$$Hfree_for_read</linktohtml><link.rule.ids>230,308,780,885,25563,76318</link.rule.ids><linktorsrc>$$Uhttps://worldwide.espacenet.com/publicationDetails/biblio?FT=D&amp;date=20211008&amp;DB=EPODOC&amp;CC=CN&amp;NR=113481990A$$EView_record_in_European_Patent_Office$$FView_record_in_$$GEuropean_Patent_Office$$Hfree_for_read</linktorsrc></links><search><creatorcontrib>LIN RENZHI</creatorcontrib><creatorcontrib>TAN JILIANG</creatorcontrib><creatorcontrib>HUANG LIYUAN</creatorcontrib><creatorcontrib>WANG ZHENG</creatorcontrib><creatorcontrib>CHEN SIHONG</creatorcontrib><title>Method for erecting and disassembling scaffold for single-pile conical section</title><description>The invention relates to the technical field of wind power, in particular to a method for erecting and disassembling a scaffold for a single-pile conical section. The method comprises the following steps that S1, an erecting platform is manufactured according to a design drawing; S2, the erecting platform is transported to the position close to the completed conical section; S3, the conical section is hoisted to the erecting platform; S4, the scaffold is erected on the erecting platform till the inner wall face and the outer circumferential face of the conical section are covered and overlapped; S5, the conical section and the scaffold are used as a whole to be transported to a supporting platform of a sand shed for sanding operation; S6, the conical section and the scaffold which are subjected to sanding operation are used as a whole to be transported to a supporting platform of a coating shed to be subjected to coating operation; and S7, the conical section and the scaffold which are subjected to coating op</description><subject>EMBANKMENTS</subject><subject>EXCAVATIONS</subject><subject>FIXED CONSTRUCTIONS</subject><subject>FOUNDATIONS</subject><subject>HYDRAULIC ENGINEERING</subject><subject>SOIL SHIFTING</subject><subject>UNDERGROUND OR UNDERWATER STRUCTURES</subject><fulltext>true</fulltext><rsrctype>patent</rsrctype><creationdate>2021</creationdate><recordtype>patent</recordtype><sourceid>EVB</sourceid><recordid>eNqNi0EKwjAQAHPxIOof1gcUDPVgj1IUL_bkvaybjQbWbOjm_2jRB3gaGGaWbrhyfWqAqBPwxFRTfgDmACEZmvHrLrMxwhhVvp19jHBTkjCQ5kQoYPOqee0WEcV48-PKbc-nW39puOjIVpA4cx37wft2f_Bdtzu2_zRvGLk2ng</recordid><startdate>20211008</startdate><enddate>20211008</enddate><creator>LIN RENZHI</creator><creator>TAN JILIANG</creator><creator>HUANG LIYUAN</creator><creator>WANG ZHENG</creator><creator>CHEN SIHONG</creator><scope>EVB</scope></search><sort><creationdate>20211008</creationdate><title>Method for erecting and disassembling scaffold for single-pile conical section</title><author>LIN RENZHI ; TAN JILIANG ; HUANG LIYUAN ; WANG ZHENG ; CHEN SIHONG</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-epo_espacenet_CN113481990A3</frbrgroupid><rsrctype>patents</rsrctype><prefilter>patents</prefilter><language>chi ; eng</language><creationdate>2021</creationdate><topic>EMBANKMENTS</topic><topic>EXCAVATIONS</topic><topic>FIXED CONSTRUCTIONS</topic><topic>FOUNDATIONS</topic><topic>HYDRAULIC ENGINEERING</topic><topic>SOIL SHIFTING</topic><topic>UNDERGROUND OR UNDERWATER STRUCTURES</topic><toplevel>online_resources</toplevel><creatorcontrib>LIN RENZHI</creatorcontrib><creatorcontrib>TAN JILIANG</creatorcontrib><creatorcontrib>HUANG LIYUAN</creatorcontrib><creatorcontrib>WANG ZHENG</creatorcontrib><creatorcontrib>CHEN SIHONG</creatorcontrib><collection>esp@cenet</collection></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext_linktorsrc</fulltext></delivery><addata><au>LIN RENZHI</au><au>TAN JILIANG</au><au>HUANG LIYUAN</au><au>WANG ZHENG</au><au>CHEN SIHONG</au><format>patent</format><genre>patent</genre><ristype>GEN</ristype><title>Method for erecting and disassembling scaffold for single-pile conical section</title><date>2021-10-08</date><risdate>2021</risdate><abstract>The invention relates to the technical field of wind power, in particular to a method for erecting and disassembling a scaffold for a single-pile conical section. The method comprises the following steps that S1, an erecting platform is manufactured according to a design drawing; S2, the erecting platform is transported to the position close to the completed conical section; S3, the conical section is hoisted to the erecting platform; S4, the scaffold is erected on the erecting platform till the inner wall face and the outer circumferential face of the conical section are covered and overlapped; S5, the conical section and the scaffold are used as a whole to be transported to a supporting platform of a sand shed for sanding operation; S6, the conical section and the scaffold which are subjected to sanding operation are used as a whole to be transported to a supporting platform of a coating shed to be subjected to coating operation; and S7, the conical section and the scaffold which are subjected to coating op</abstract><oa>free_for_read</oa></addata></record>
fulltext fulltext_linktorsrc
identifier
ispartof
issn
language chi ; eng
recordid cdi_epo_espacenet_CN113481990A
source esp@cenet
subjects EMBANKMENTS
EXCAVATIONS
FIXED CONSTRUCTIONS
FOUNDATIONS
HYDRAULIC ENGINEERING
SOIL SHIFTING
UNDERGROUND OR UNDERWATER STRUCTURES
title Method for erecting and disassembling scaffold for single-pile conical section
url https://sfx.bib-bvb.de/sfx_tum?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2025-01-13T02%3A48%3A54IST&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=LIN%20RENZHI&rft.date=2021-10-08&rft_id=info:doi/&rft_dat=%3Cepo_EVB%3ECN113481990A%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