Reinforcing structure of sand foundation

Reinforcing structure of sand foundation

The utility model discloses a reinforcing structure of a sand foundation. Comprising a formed drill hole drilled to the bottom depth of a sand layer, a steel grouting floral tube located in the center of the formed drill hole, a first-section graded fine-crushed stone column filled in the space betw...

Ausführliche Beschreibung

Gespeichert in:
Bibliographische Detailangaben
Hauptverfasser: LI MENGYUAN, HU JIANGCHUN, XU JUNFENG, DU YAZHI, YANG XIAOWEI, BIAN YADONG
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 LI MENGYUAN
HU JIANGCHUN
XU JUNFENG
DU YAZHI
YANG XIAOWEI
BIAN YADONG
description The utility model discloses a reinforcing structure of a sand foundation. Comprising a formed drill hole drilled to the bottom depth of a sand layer, a steel grouting floral tube located in the center of the formed drill hole, a first-section graded fine-crushed stone column filled in the space between the formed drill hole and the steel grouting floral tube and as high as the sand layer, and an inorganic grouting material plugging column filled in the top of the first-section graded fine-crushed stone column. The first-section graded fine stone column is located at the top of the inorganic grouting material plugging column, the second-section graded fine stone column is located at the top of the inorganic grouting material plugging column, and the steel grouting floral tube and the first-section graded fine stone column are filled with the low-carbon grouting liquid. By the adoption of the structure, low-carbon grouting liquid is evenly injected into a sand soil layer through the steel grouting floral tube,
format Patent
fullrecord <record><control><sourceid>epo_EVB</sourceid><recordid>TN_cdi_epo_espacenet_CN219386266UU</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><sourcerecordid>CN219386266UU</sourcerecordid><originalsourceid>FETCH-epo_espacenet_CN219386266UU3</originalsourceid><addsrcrecordid>eNrjZNAISs3MS8svSs7MS1coLikqTS4pLUpVyE9TKE7MS1FIyy_NS0ksyczP42FgTUvMKU7lhdLcDEpuriHOHrqpBfnxqcUFicmpeakl8c5-RoaWxhZmRmZmoaHGRCkCAFNqKZI</addsrcrecordid><sourcetype>Open Access Repository</sourcetype><iscdi>true</iscdi><recordtype>patent</recordtype></control><display><type>patent</type><title>Reinforcing structure of sand foundation</title><source>esp@cenet</source><creator>LI MENGYUAN ; HU JIANGCHUN ; XU JUNFENG ; DU YAZHI ; YANG XIAOWEI ; BIAN YADONG</creator><creatorcontrib>LI MENGYUAN ; HU JIANGCHUN ; XU JUNFENG ; DU YAZHI ; YANG XIAOWEI ; BIAN YADONG</creatorcontrib><description>The utility model discloses a reinforcing structure of a sand foundation. Comprising a formed drill hole drilled to the bottom depth of a sand layer, a steel grouting floral tube located in the center of the formed drill hole, a first-section graded fine-crushed stone column filled in the space between the formed drill hole and the steel grouting floral tube and as high as the sand layer, and an inorganic grouting material plugging column filled in the top of the first-section graded fine-crushed stone column. The first-section graded fine stone column is located at the top of the inorganic grouting material plugging column, the second-section graded fine stone column is located at the top of the inorganic grouting material plugging column, and the steel grouting floral tube and the first-section graded fine stone column are filled with the low-carbon grouting liquid. By the adoption of the structure, low-carbon grouting liquid is evenly injected into a sand soil layer through the steel grouting floral tube,</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=20230721&amp;DB=EPODOC&amp;CC=CN&amp;NR=219386266U$$EHTML$$P50$$Gepo$$Hfree_for_read</linktohtml><link.rule.ids>230,308,777,882,25545,76296</link.rule.ids><linktorsrc>$$Uhttps://worldwide.espacenet.com/publicationDetails/biblio?FT=D&amp;date=20230721&amp;DB=EPODOC&amp;CC=CN&amp;NR=219386266U$$EView_record_in_European_Patent_Office$$FView_record_in_$$GEuropean_Patent_Office$$Hfree_for_read</linktorsrc></links><search><creatorcontrib>LI MENGYUAN</creatorcontrib><creatorcontrib>HU JIANGCHUN</creatorcontrib><creatorcontrib>XU JUNFENG</creatorcontrib><creatorcontrib>DU YAZHI</creatorcontrib><creatorcontrib>YANG XIAOWEI</creatorcontrib><creatorcontrib>BIAN YADONG</creatorcontrib><title>Reinforcing structure of sand foundation</title><description>The utility model discloses a reinforcing structure of a sand foundation. Comprising a formed drill hole drilled to the bottom depth of a sand layer, a steel grouting floral tube located in the center of the formed drill hole, a first-section graded fine-crushed stone column filled in the space between the formed drill hole and the steel grouting floral tube and as high as the sand layer, and an inorganic grouting material plugging column filled in the top of the first-section graded fine-crushed stone column. The first-section graded fine stone column is located at the top of the inorganic grouting material plugging column, the second-section graded fine stone column is located at the top of the inorganic grouting material plugging column, and the steel grouting floral tube and the first-section graded fine stone column are filled with the low-carbon grouting liquid. By the adoption of the structure, low-carbon grouting liquid is evenly injected into a sand soil layer through the steel grouting floral tube,</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>eNrjZNAISs3MS8svSs7MS1coLikqTS4pLUpVyE9TKE7MS1FIyy_NS0ksyczP42FgTUvMKU7lhdLcDEpuriHOHrqpBfnxqcUFicmpeakl8c5-RoaWxhZmRmZmoaHGRCkCAFNqKZI</recordid><startdate>20230721</startdate><enddate>20230721</enddate><creator>LI MENGYUAN</creator><creator>HU JIANGCHUN</creator><creator>XU JUNFENG</creator><creator>DU YAZHI</creator><creator>YANG XIAOWEI</creator><creator>BIAN YADONG</creator><scope>EVB</scope></search><sort><creationdate>20230721</creationdate><title>Reinforcing structure of sand foundation</title><author>LI MENGYUAN ; HU JIANGCHUN ; XU JUNFENG ; DU YAZHI ; YANG XIAOWEI ; BIAN YADONG</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-epo_espacenet_CN219386266UU3</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>LI MENGYUAN</creatorcontrib><creatorcontrib>HU JIANGCHUN</creatorcontrib><creatorcontrib>XU JUNFENG</creatorcontrib><creatorcontrib>DU YAZHI</creatorcontrib><creatorcontrib>YANG XIAOWEI</creatorcontrib><creatorcontrib>BIAN YADONG</creatorcontrib><collection>esp@cenet</collection></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext_linktorsrc</fulltext></delivery><addata><au>LI MENGYUAN</au><au>HU JIANGCHUN</au><au>XU JUNFENG</au><au>DU YAZHI</au><au>YANG XIAOWEI</au><au>BIAN YADONG</au><format>patent</format><genre>patent</genre><ristype>GEN</ristype><title>Reinforcing structure of sand foundation</title><date>2023-07-21</date><risdate>2023</risdate><abstract>The utility model discloses a reinforcing structure of a sand foundation. Comprising a formed drill hole drilled to the bottom depth of a sand layer, a steel grouting floral tube located in the center of the formed drill hole, a first-section graded fine-crushed stone column filled in the space between the formed drill hole and the steel grouting floral tube and as high as the sand layer, and an inorganic grouting material plugging column filled in the top of the first-section graded fine-crushed stone column. The first-section graded fine stone column is located at the top of the inorganic grouting material plugging column, the second-section graded fine stone column is located at the top of the inorganic grouting material plugging column, and the steel grouting floral tube and the first-section graded fine stone column are filled with the low-carbon grouting liquid. By the adoption of the structure, low-carbon grouting liquid is evenly injected into a sand soil layer through the steel grouting floral tube,</abstract><oa>free_for_read</oa></addata></record>
fulltext fulltext_linktorsrc
identifier
ispartof
issn
language chi ; eng
recordid cdi_epo_espacenet_CN219386266UU
source esp@cenet
subjects EMBANKMENTS
EXCAVATIONS
FIXED CONSTRUCTIONS
FOUNDATIONS
HYDRAULIC ENGINEERING
SOIL SHIFTING
UNDERGROUND OR UNDERWATER STRUCTURES
title Reinforcing structure of sand foundation
url https://sfx.bib-bvb.de/sfx_tum?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2025-01-20T16%3A44%3A23IST&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%20MENGYUAN&rft.date=2023-07-21&rft_id=info:doi/&rft_dat=%3Cepo_EVB%3ECN219386266UU%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