Vacuum preloading construction process

Vacuum preloading construction process

The invention provides a vacuum preloading construction process which comprises the following steps: constructing a plurality of drainage plates on a sand cushion layer of a soft soil foundation after the sand cushion layer of the soft soil foundation is constructed, and installing a plurality of gr...

Ausführliche Beschreibung

Gespeichert in:
Bibliographische Detailangaben
Hauptverfasser: YIN JUN, KANG XIANGLONG, QUAN LIN, SHAO XIAOYAN, DU SHANFENG, FANG JIANCHUN
Format: Patent
Sprache:chi ; eng
Schlagworte:
EMBANKMENTS
EXCAVATIONS
FIXED CONSTRUCTIONS
FOUNDATIONS
HYDRAULIC ENGINEERING
SOIL SHIFTING
UNDERGROUND OR UNDERWATER STRUCTURES
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 YIN JUN
KANG XIANGLONG
QUAN LIN
SHAO XIAOYAN
DU SHANFENG
FANG JIANCHUN
description The invention provides a vacuum preloading construction process which comprises the following steps: constructing a plurality of drainage plates on a sand cushion layer of a soft soil foundation after the sand cushion layer of the soft soil foundation is constructed, and installing a plurality of groups of filter pipes on the plurality of drainage plates; a sealing wall is firstly constructed on the periphery of the soft soil foundation, and then a film pressing groove is constructed above the sealing wall; sealing film construction is conducted on the soft soil foundation, the sealing film is manually pressed into the film pressing ditch, water covering is conducted in time, and the sealing performance of the film pressing ditch is guaranteed; and the soft soil foundation is subjected to vacuumizing construction. The sealing wall, the sealing film, the film pressing groove and the covering water are used for sealing the soft soil foundation together, and the sealing wall and the film pressing groove are form
format Patent
fullrecord <record><control><sourceid>epo_EVB</sourceid><recordid>TN_cdi_epo_espacenet_CN116446376A</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><sourcerecordid>CN116446376A</sourcerecordid><originalsourceid>FETCH-epo_espacenet_CN116446376A3</originalsourceid><addsrcrecordid>eNrjZFALS0wuLc1VKChKzclPTMnMS1dIzs8rLikqTS7JzM8DiucnpxYX8zCwpiXmFKfyQmluBkU31xBnD93Ugvz41OKCxOTUvNSSeGc_Q0MzExMzY3MzR2Ni1AAAsiwoOQ</addsrcrecordid><sourcetype>Open Access Repository</sourcetype><iscdi>true</iscdi><recordtype>patent</recordtype></control><display><type>patent</type><title>Vacuum preloading construction process</title><source>esp@cenet</source><creator>YIN JUN ; KANG XIANGLONG ; QUAN LIN ; SHAO XIAOYAN ; DU SHANFENG ; FANG JIANCHUN</creator><creatorcontrib>YIN JUN ; KANG XIANGLONG ; QUAN LIN ; SHAO XIAOYAN ; DU SHANFENG ; FANG JIANCHUN</creatorcontrib><description>The invention provides a vacuum preloading construction process which comprises the following steps: constructing a plurality of drainage plates on a sand cushion layer of a soft soil foundation after the sand cushion layer of the soft soil foundation is constructed, and installing a plurality of groups of filter pipes on the plurality of drainage plates; a sealing wall is firstly constructed on the periphery of the soft soil foundation, and then a film pressing groove is constructed above the sealing wall; sealing film construction is conducted on the soft soil foundation, the sealing film is manually pressed into the film pressing ditch, water covering is conducted in time, and the sealing performance of the film pressing ditch is guaranteed; and the soft soil foundation is subjected to vacuumizing construction. The sealing wall, the sealing film, the film pressing groove and the covering water are used for sealing the soft soil foundation together, and the sealing wall and the film pressing groove are form</description><language>chi ; eng</language><subject>EMBANKMENTS ; EXCAVATIONS ; FIXED CONSTRUCTIONS ; FOUNDATIONS ; HYDRAULIC ENGINEERING ; SOIL SHIFTING ; UNDERGROUND OR UNDERWATER STRUCTURES</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&amp;date=20230718&amp;DB=EPODOC&amp;CC=CN&amp;NR=116446376A$$EHTML$$P50$$Gepo$$Hfree_for_read</linktohtml><link.rule.ids>230,308,780,885,25564,76547</link.rule.ids><linktorsrc>$$Uhttps://worldwide.espacenet.com/publicationDetails/biblio?FT=D&amp;date=20230718&amp;DB=EPODOC&amp;CC=CN&amp;NR=116446376A$$EView_record_in_European_Patent_Office$$FView_record_in_$$GEuropean_Patent_Office$$Hfree_for_read</linktorsrc></links><search><creatorcontrib>YIN JUN</creatorcontrib><creatorcontrib>KANG XIANGLONG</creatorcontrib><creatorcontrib>QUAN LIN</creatorcontrib><creatorcontrib>SHAO XIAOYAN</creatorcontrib><creatorcontrib>DU SHANFENG</creatorcontrib><creatorcontrib>FANG JIANCHUN</creatorcontrib><title>Vacuum preloading construction process</title><description>The invention provides a vacuum preloading construction process which comprises the following steps: constructing a plurality of drainage plates on a sand cushion layer of a soft soil foundation after the sand cushion layer of the soft soil foundation is constructed, and installing a plurality of groups of filter pipes on the plurality of drainage plates; a sealing wall is firstly constructed on the periphery of the soft soil foundation, and then a film pressing groove is constructed above the sealing wall; sealing film construction is conducted on the soft soil foundation, the sealing film is manually pressed into the film pressing ditch, water covering is conducted in time, and the sealing performance of the film pressing ditch is guaranteed; and the soft soil foundation is subjected to vacuumizing construction. The sealing wall, the sealing film, the film pressing groove and the covering water are used for sealing the soft soil foundation together, and the sealing wall and the film pressing groove are form</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>2023</creationdate><recordtype>patent</recordtype><sourceid>EVB</sourceid><recordid>eNrjZFALS0wuLc1VKChKzclPTMnMS1dIzs8rLikqTS7JzM8DiucnpxYX8zCwpiXmFKfyQmluBkU31xBnD93Ugvz41OKCxOTUvNSSeGc_Q0MzExMzY3MzR2Ni1AAAsiwoOQ</recordid><startdate>20230718</startdate><enddate>20230718</enddate><creator>YIN JUN</creator><creator>KANG XIANGLONG</creator><creator>QUAN LIN</creator><creator>SHAO XIAOYAN</creator><creator>DU SHANFENG</creator><creator>FANG JIANCHUN</creator><scope>EVB</scope></search><sort><creationdate>20230718</creationdate><title>Vacuum preloading construction process</title><author>YIN JUN ; KANG XIANGLONG ; QUAN LIN ; SHAO XIAOYAN ; DU SHANFENG ; FANG JIANCHUN</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-epo_espacenet_CN116446376A3</frbrgroupid><rsrctype>patents</rsrctype><prefilter>patents</prefilter><language>chi ; eng</language><creationdate>2023</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>YIN JUN</creatorcontrib><creatorcontrib>KANG XIANGLONG</creatorcontrib><creatorcontrib>QUAN LIN</creatorcontrib><creatorcontrib>SHAO XIAOYAN</creatorcontrib><creatorcontrib>DU SHANFENG</creatorcontrib><creatorcontrib>FANG JIANCHUN</creatorcontrib><collection>esp@cenet</collection></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext_linktorsrc</fulltext></delivery><addata><au>YIN JUN</au><au>KANG XIANGLONG</au><au>QUAN LIN</au><au>SHAO XIAOYAN</au><au>DU SHANFENG</au><au>FANG JIANCHUN</au><format>patent</format><genre>patent</genre><ristype>GEN</ristype><title>Vacuum preloading construction process</title><date>2023-07-18</date><risdate>2023</risdate><abstract>The invention provides a vacuum preloading construction process which comprises the following steps: constructing a plurality of drainage plates on a sand cushion layer of a soft soil foundation after the sand cushion layer of the soft soil foundation is constructed, and installing a plurality of groups of filter pipes on the plurality of drainage plates; a sealing wall is firstly constructed on the periphery of the soft soil foundation, and then a film pressing groove is constructed above the sealing wall; sealing film construction is conducted on the soft soil foundation, the sealing film is manually pressed into the film pressing ditch, water covering is conducted in time, and the sealing performance of the film pressing ditch is guaranteed; and the soft soil foundation is subjected to vacuumizing construction. The sealing wall, the sealing film, the film pressing groove and the covering water are used for sealing the soft soil foundation together, and the sealing wall and the film pressing groove are form</abstract><oa>free_for_read</oa></addata></record>
fulltext fulltext_linktorsrc
identifier
ispartof
issn
language chi ; eng
recordid cdi_epo_espacenet_CN116446376A
source esp@cenet
subjects EMBANKMENTS
EXCAVATIONS
FIXED CONSTRUCTIONS
FOUNDATIONS
HYDRAULIC ENGINEERING
SOIL SHIFTING
UNDERGROUND OR UNDERWATER STRUCTURES
title Vacuum preloading construction process
url https://sfx.bib-bvb.de/sfx_tum?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2024-12-25T17%3A48%3A44IST&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=YIN%20JUN&rft.date=2023-07-18&rft_id=info:doi/&rft_dat=%3Cepo_EVB%3ECN116446376A%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