Construction method of underground diaphragm wall

The invention relates to the technical field of building construction, and discloses a construction method of an underground diaphragm wall, which comprises the following steps: S1, construction preparation: leveling a site, measuring and positioning, and determining a guide wall earth cutting posit...

Ausführliche Beschreibung

Gespeichert in:
Bibliographische Detailangaben
Hauptverfasser: LIU LEI, CHENG ZHENHUA, LUO JIANCHEN, HE RUNZHOU, WU LEI, HONG SHENGLIANG, DAI ZHONGHAI
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 LIU LEI
CHENG ZHENHUA
LUO JIANCHEN
HE RUNZHOU
WU LEI
HONG SHENGLIANG
DAI ZHONGHAI
description The invention relates to the technical field of building construction, and discloses a construction method of an underground diaphragm wall, which comprises the following steps: S1, construction preparation: leveling a site, measuring and positioning, and determining a guide wall earth cutting position according to the axis of the underground diaphragm wall; s2, manufacturing a guide wall; the underground diaphragm wall needs to be slotted during construction, since the underground diaphragm wall adjacent to a subway structure is sensitive to deformation of a foundation, soil above a sand layer needs to be reinforced by stirring piles before construction of the underground diaphragm wall so as to control deformation of side walls during grooving, and guide walls need to be arranged along two sides of the underground diaphragm wall before grooving construction so as to prevent surface soil from collapsing. And the grooving precision is ensured. Slurry is conveyed through a 7PLN type slurry pump, recycled throu
format Patent
fullrecord <record><control><sourceid>epo_EVB</sourceid><recordid>TN_cdi_epo_espacenet_CN117822558A</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><sourcerecordid>CN117822558A</sourcerecordid><originalsourceid>FETCH-epo_espacenet_CN117822558A3</originalsourceid><addsrcrecordid>eNrjZDB0zs8rLikqTS7JzM9TyE0tychPUchPUyjNS0ktSi_KB9IKKZmJBRlFiem5CuWJOTk8DKxpiTnFqbxQmptB0c01xNlDN7UgPz61uCAxOTUvtSTe2c_Q0NzCyMjU1MLRmBg1ANAdLDE</addsrcrecordid><sourcetype>Open Access Repository</sourcetype><iscdi>true</iscdi><recordtype>patent</recordtype></control><display><type>patent</type><title>Construction method of underground diaphragm wall</title><source>esp@cenet</source><creator>LIU LEI ; CHENG ZHENHUA ; LUO JIANCHEN ; HE RUNZHOU ; WU LEI ; HONG SHENGLIANG ; DAI ZHONGHAI</creator><creatorcontrib>LIU LEI ; CHENG ZHENHUA ; LUO JIANCHEN ; HE RUNZHOU ; WU LEI ; HONG SHENGLIANG ; DAI ZHONGHAI</creatorcontrib><description>The invention relates to the technical field of building construction, and discloses a construction method of an underground diaphragm wall, which comprises the following steps: S1, construction preparation: leveling a site, measuring and positioning, and determining a guide wall earth cutting position according to the axis of the underground diaphragm wall; s2, manufacturing a guide wall; the underground diaphragm wall needs to be slotted during construction, since the underground diaphragm wall adjacent to a subway structure is sensitive to deformation of a foundation, soil above a sand layer needs to be reinforced by stirring piles before construction of the underground diaphragm wall so as to control deformation of side walls during grooving, and guide walls need to be arranged along two sides of the underground diaphragm wall before grooving construction so as to prevent surface soil from collapsing. And the grooving precision is ensured. Slurry is conveyed through a 7PLN type slurry pump, recycled throu</description><language>chi ; eng</language><subject>EMBANKMENTS ; EXCAVATIONS ; FIXED CONSTRUCTIONS ; FOUNDATIONS ; HYDRAULIC ENGINEERING ; 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&amp;date=20240405&amp;DB=EPODOC&amp;CC=CN&amp;NR=117822558A$$EHTML$$P50$$Gepo$$Hfree_for_read</linktohtml><link.rule.ids>230,308,776,881,25542,76289</link.rule.ids><linktorsrc>$$Uhttps://worldwide.espacenet.com/publicationDetails/biblio?FT=D&amp;date=20240405&amp;DB=EPODOC&amp;CC=CN&amp;NR=117822558A$$EView_record_in_European_Patent_Office$$FView_record_in_$$GEuropean_Patent_Office$$Hfree_for_read</linktorsrc></links><search><creatorcontrib>LIU LEI</creatorcontrib><creatorcontrib>CHENG ZHENHUA</creatorcontrib><creatorcontrib>LUO JIANCHEN</creatorcontrib><creatorcontrib>HE RUNZHOU</creatorcontrib><creatorcontrib>WU LEI</creatorcontrib><creatorcontrib>HONG SHENGLIANG</creatorcontrib><creatorcontrib>DAI ZHONGHAI</creatorcontrib><title>Construction method of underground diaphragm wall</title><description>The invention relates to the technical field of building construction, and discloses a construction method of an underground diaphragm wall, which comprises the following steps: S1, construction preparation: leveling a site, measuring and positioning, and determining a guide wall earth cutting position according to the axis of the underground diaphragm wall; s2, manufacturing a guide wall; the underground diaphragm wall needs to be slotted during construction, since the underground diaphragm wall adjacent to a subway structure is sensitive to deformation of a foundation, soil above a sand layer needs to be reinforced by stirring piles before construction of the underground diaphragm wall so as to control deformation of side walls during grooving, and guide walls need to be arranged along two sides of the underground diaphragm wall before grooving construction so as to prevent surface soil from collapsing. And the grooving precision is ensured. Slurry is conveyed through a 7PLN type slurry pump, recycled throu</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>2024</creationdate><recordtype>patent</recordtype><sourceid>EVB</sourceid><recordid>eNrjZDB0zs8rLikqTS7JzM9TyE0tychPUchPUyjNS0ktSi_KB9IKKZmJBRlFiem5CuWJOTk8DKxpiTnFqbxQmptB0c01xNlDN7UgPz61uCAxOTUvtSTe2c_Q0NzCyMjU1MLRmBg1ANAdLDE</recordid><startdate>20240405</startdate><enddate>20240405</enddate><creator>LIU LEI</creator><creator>CHENG ZHENHUA</creator><creator>LUO JIANCHEN</creator><creator>HE RUNZHOU</creator><creator>WU LEI</creator><creator>HONG SHENGLIANG</creator><creator>DAI ZHONGHAI</creator><scope>EVB</scope></search><sort><creationdate>20240405</creationdate><title>Construction method of underground diaphragm wall</title><author>LIU LEI ; CHENG ZHENHUA ; LUO JIANCHEN ; HE RUNZHOU ; WU LEI ; HONG SHENGLIANG ; DAI ZHONGHAI</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-epo_espacenet_CN117822558A3</frbrgroupid><rsrctype>patents</rsrctype><prefilter>patents</prefilter><language>chi ; eng</language><creationdate>2024</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>LIU LEI</creatorcontrib><creatorcontrib>CHENG ZHENHUA</creatorcontrib><creatorcontrib>LUO JIANCHEN</creatorcontrib><creatorcontrib>HE RUNZHOU</creatorcontrib><creatorcontrib>WU LEI</creatorcontrib><creatorcontrib>HONG SHENGLIANG</creatorcontrib><creatorcontrib>DAI ZHONGHAI</creatorcontrib><collection>esp@cenet</collection></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext_linktorsrc</fulltext></delivery><addata><au>LIU LEI</au><au>CHENG ZHENHUA</au><au>LUO JIANCHEN</au><au>HE RUNZHOU</au><au>WU LEI</au><au>HONG SHENGLIANG</au><au>DAI ZHONGHAI</au><format>patent</format><genre>patent</genre><ristype>GEN</ristype><title>Construction method of underground diaphragm wall</title><date>2024-04-05</date><risdate>2024</risdate><abstract>The invention relates to the technical field of building construction, and discloses a construction method of an underground diaphragm wall, which comprises the following steps: S1, construction preparation: leveling a site, measuring and positioning, and determining a guide wall earth cutting position according to the axis of the underground diaphragm wall; s2, manufacturing a guide wall; the underground diaphragm wall needs to be slotted during construction, since the underground diaphragm wall adjacent to a subway structure is sensitive to deformation of a foundation, soil above a sand layer needs to be reinforced by stirring piles before construction of the underground diaphragm wall so as to control deformation of side walls during grooving, and guide walls need to be arranged along two sides of the underground diaphragm wall before grooving construction so as to prevent surface soil from collapsing. And the grooving precision is ensured. Slurry is conveyed through a 7PLN type slurry pump, recycled throu</abstract><oa>free_for_read</oa></addata></record>
fulltext fulltext_linktorsrc
identifier
ispartof
issn
language chi ; eng
recordid cdi_epo_espacenet_CN117822558A
source esp@cenet
subjects EMBANKMENTS
EXCAVATIONS
FIXED CONSTRUCTIONS
FOUNDATIONS
HYDRAULIC ENGINEERING
SOIL SHIFTING
UNDERGROUND OR UNDERWATER STRUCTURES
title Construction method of underground diaphragm wall
url https://sfx.bib-bvb.de/sfx_tum?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2025-02-07T19%3A39%3A49IST&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=LIU%20LEI&rft.date=2024-04-05&rft_id=info:doi/&rft_dat=%3Cepo_EVB%3ECN117822558A%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