Cast-in-situ bored pile structure in karst intense area and construction method

The invention relates to a cast-in-situ bored pile structure in a karst intense area and a construction method. The cast-in-situ bored pile structure comprises each group of pre-stressed anchor cables; a plurality of groups of wall holes which are obliquely arranged downwards are excavated in the in...

Ausführliche Beschreibung

Gespeichert in:
Bibliographische Detailangaben
Hauptverfasser: LI CHAO, LIAO ZHIMIN, HAN QIAO, LIAO YONG, ZHANG KEYU, GONG YIFAN, LIANG JUN, YANG GUIPING, JIN TAO, LUO YUWEI, ZHANG JIALIE
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 LI CHAO
LIAO ZHIMIN
HAN QIAO
LIAO YONG
ZHANG KEYU
GONG YIFAN
LIANG JUN
YANG GUIPING
JIN TAO
LUO YUWEI
ZHANG JIALIE
description The invention relates to a cast-in-situ bored pile structure in a karst intense area and a construction method. The cast-in-situ bored pile structure comprises each group of pre-stressed anchor cables; a plurality of groups of wall holes which are obliquely arranged downwards are excavated in the inner wall of a foundation pit; each pre-stressed anchor cable comprises a plurality of groups of flexible steel strands and anchoring bodies which are fixedly connected with the end parts of each group of steel strands; the outer sides of each set of steel strands are sleeved with steel pipes; grouting pipes are inserted into the steel pipes; a plurality of sets of through holes are formed in the peripheral faces of the steel pipes in a penetrating mode; the bottoms of the wall holes are expanded in a water high-pressure jetting mode to form cavities; the anchoring bodies are inserted into the cavities; the wall holes extend through a karst cave; and cement mortar is poured into the cavity and the wall holes to form
format Patent
fullrecord <record><control><sourceid>epo_EVB</sourceid><recordid>TN_cdi_epo_espacenet_CN112726627A</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><sourcerecordid>CN112726627A</sourcerecordid><originalsourceid>FETCH-epo_espacenet_CN112726627A3</originalsourceid><addsrcrecordid>eNqNyjEOwjAMRuEuDAi4gzlAhhapnVEFYoKFvTLJj4goThQ79wcJDsD03vAtm8vIai6K02iVbqkgUI4zSK1Ub7WAotCTi9pnDKIgLmBiCeSTfFlMQi_YI4V1s7jzrNj8umq2x8N1PDnkNEEzewhsGs9t2w1d33fDfvePeQNXCDcM</addsrcrecordid><sourcetype>Open Access Repository</sourcetype><iscdi>true</iscdi><recordtype>patent</recordtype></control><display><type>patent</type><title>Cast-in-situ bored pile structure in karst intense area and construction method</title><source>esp@cenet</source><creator>LI CHAO ; LIAO ZHIMIN ; HAN QIAO ; LIAO YONG ; ZHANG KEYU ; GONG YIFAN ; LIANG JUN ; YANG GUIPING ; JIN TAO ; LUO YUWEI ; ZHANG JIALIE</creator><creatorcontrib>LI CHAO ; LIAO ZHIMIN ; HAN QIAO ; LIAO YONG ; ZHANG KEYU ; GONG YIFAN ; LIANG JUN ; YANG GUIPING ; JIN TAO ; LUO YUWEI ; ZHANG JIALIE</creatorcontrib><description>The invention relates to a cast-in-situ bored pile structure in a karst intense area and a construction method. The cast-in-situ bored pile structure comprises each group of pre-stressed anchor cables; a plurality of groups of wall holes which are obliquely arranged downwards are excavated in the inner wall of a foundation pit; each pre-stressed anchor cable comprises a plurality of groups of flexible steel strands and anchoring bodies which are fixedly connected with the end parts of each group of steel strands; the outer sides of each set of steel strands are sleeved with steel pipes; grouting pipes are inserted into the steel pipes; a plurality of sets of through holes are formed in the peripheral faces of the steel pipes in a penetrating mode; the bottoms of the wall holes are expanded in a water high-pressure jetting mode to form cavities; the anchoring bodies are inserted into the cavities; the wall holes extend through a karst cave; and cement mortar is poured into the cavity and the wall holes to form</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=20210430&amp;DB=EPODOC&amp;CC=CN&amp;NR=112726627A$$EHTML$$P50$$Gepo$$Hfree_for_read</linktohtml><link.rule.ids>230,308,776,881,25542,76290</link.rule.ids><linktorsrc>$$Uhttps://worldwide.espacenet.com/publicationDetails/biblio?FT=D&amp;date=20210430&amp;DB=EPODOC&amp;CC=CN&amp;NR=112726627A$$EView_record_in_European_Patent_Office$$FView_record_in_$$GEuropean_Patent_Office$$Hfree_for_read</linktorsrc></links><search><creatorcontrib>LI CHAO</creatorcontrib><creatorcontrib>LIAO ZHIMIN</creatorcontrib><creatorcontrib>HAN QIAO</creatorcontrib><creatorcontrib>LIAO YONG</creatorcontrib><creatorcontrib>ZHANG KEYU</creatorcontrib><creatorcontrib>GONG YIFAN</creatorcontrib><creatorcontrib>LIANG JUN</creatorcontrib><creatorcontrib>YANG GUIPING</creatorcontrib><creatorcontrib>JIN TAO</creatorcontrib><creatorcontrib>LUO YUWEI</creatorcontrib><creatorcontrib>ZHANG JIALIE</creatorcontrib><title>Cast-in-situ bored pile structure in karst intense area and construction method</title><description>The invention relates to a cast-in-situ bored pile structure in a karst intense area and a construction method. The cast-in-situ bored pile structure comprises each group of pre-stressed anchor cables; a plurality of groups of wall holes which are obliquely arranged downwards are excavated in the inner wall of a foundation pit; each pre-stressed anchor cable comprises a plurality of groups of flexible steel strands and anchoring bodies which are fixedly connected with the end parts of each group of steel strands; the outer sides of each set of steel strands are sleeved with steel pipes; grouting pipes are inserted into the steel pipes; a plurality of sets of through holes are formed in the peripheral faces of the steel pipes in a penetrating mode; the bottoms of the wall holes are expanded in a water high-pressure jetting mode to form cavities; the anchoring bodies are inserted into the cavities; the wall holes extend through a karst cave; and cement mortar is poured into the cavity and the wall holes to 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>2021</creationdate><recordtype>patent</recordtype><sourceid>EVB</sourceid><recordid>eNqNyjEOwjAMRuEuDAi4gzlAhhapnVEFYoKFvTLJj4goThQ79wcJDsD03vAtm8vIai6K02iVbqkgUI4zSK1Ub7WAotCTi9pnDKIgLmBiCeSTfFlMQi_YI4V1s7jzrNj8umq2x8N1PDnkNEEzewhsGs9t2w1d33fDfvePeQNXCDcM</recordid><startdate>20210430</startdate><enddate>20210430</enddate><creator>LI CHAO</creator><creator>LIAO ZHIMIN</creator><creator>HAN QIAO</creator><creator>LIAO YONG</creator><creator>ZHANG KEYU</creator><creator>GONG YIFAN</creator><creator>LIANG JUN</creator><creator>YANG GUIPING</creator><creator>JIN TAO</creator><creator>LUO YUWEI</creator><creator>ZHANG JIALIE</creator><scope>EVB</scope></search><sort><creationdate>20210430</creationdate><title>Cast-in-situ bored pile structure in karst intense area and construction method</title><author>LI CHAO ; LIAO ZHIMIN ; HAN QIAO ; LIAO YONG ; ZHANG KEYU ; GONG YIFAN ; LIANG JUN ; YANG GUIPING ; JIN TAO ; LUO YUWEI ; ZHANG JIALIE</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-epo_espacenet_CN112726627A3</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>LI CHAO</creatorcontrib><creatorcontrib>LIAO ZHIMIN</creatorcontrib><creatorcontrib>HAN QIAO</creatorcontrib><creatorcontrib>LIAO YONG</creatorcontrib><creatorcontrib>ZHANG KEYU</creatorcontrib><creatorcontrib>GONG YIFAN</creatorcontrib><creatorcontrib>LIANG JUN</creatorcontrib><creatorcontrib>YANG GUIPING</creatorcontrib><creatorcontrib>JIN TAO</creatorcontrib><creatorcontrib>LUO YUWEI</creatorcontrib><creatorcontrib>ZHANG JIALIE</creatorcontrib><collection>esp@cenet</collection></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext_linktorsrc</fulltext></delivery><addata><au>LI CHAO</au><au>LIAO ZHIMIN</au><au>HAN QIAO</au><au>LIAO YONG</au><au>ZHANG KEYU</au><au>GONG YIFAN</au><au>LIANG JUN</au><au>YANG GUIPING</au><au>JIN TAO</au><au>LUO YUWEI</au><au>ZHANG JIALIE</au><format>patent</format><genre>patent</genre><ristype>GEN</ristype><title>Cast-in-situ bored pile structure in karst intense area and construction method</title><date>2021-04-30</date><risdate>2021</risdate><abstract>The invention relates to a cast-in-situ bored pile structure in a karst intense area and a construction method. The cast-in-situ bored pile structure comprises each group of pre-stressed anchor cables; a plurality of groups of wall holes which are obliquely arranged downwards are excavated in the inner wall of a foundation pit; each pre-stressed anchor cable comprises a plurality of groups of flexible steel strands and anchoring bodies which are fixedly connected with the end parts of each group of steel strands; the outer sides of each set of steel strands are sleeved with steel pipes; grouting pipes are inserted into the steel pipes; a plurality of sets of through holes are formed in the peripheral faces of the steel pipes in a penetrating mode; the bottoms of the wall holes are expanded in a water high-pressure jetting mode to form cavities; the anchoring bodies are inserted into the cavities; the wall holes extend through a karst cave; and cement mortar is poured into the cavity and the wall holes to form</abstract><oa>free_for_read</oa></addata></record>
fulltext fulltext_linktorsrc
identifier
ispartof
issn
language chi ; eng
recordid cdi_epo_espacenet_CN112726627A
source esp@cenet
subjects EMBANKMENTS
EXCAVATIONS
FIXED CONSTRUCTIONS
FOUNDATIONS
HYDRAULIC ENGINEERING
SOIL SHIFTING
UNDERGROUND OR UNDERWATER STRUCTURES
title Cast-in-situ bored pile structure in karst intense area and construction method
url https://sfx.bib-bvb.de/sfx_tum?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2025-01-30T14%3A26%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=LI%20CHAO&rft.date=2021-04-30&rft_id=info:doi/&rft_dat=%3Cepo_EVB%3ECN112726627A%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