Dense cast-in-place pile inner support foundation pit permanent support structure under complicated environment
The invention discloses a dense cast-in-place pile inner support foundation pit permanent support structure under a complicated environment. The structure comprises a first high-pressure jet groutingpile, cast-in-place piles, a second high-pressure jet grouting pile, a concrete hanging net, crown be...
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creator | LIU JUNXIONG WU JIAWU GONG LIXIN |
description | The invention discloses a dense cast-in-place pile inner support foundation pit permanent support structure under a complicated environment. The structure comprises a first high-pressure jet groutingpile, cast-in-place piles, a second high-pressure jet grouting pile, a concrete hanging net, crown beams, inner supports, a gravel cushion layer, a reinforced concrete base plate and a foundation soilbody; the first high-pressure jet grouting pile is vertically arranged in the foundation soil body at the bottom of a foundation pit to form a composite foundation; the gravel cushion layer is pavedon the composite foundation; the reinforced concrete base plate is above the gravel cushion layer; the cast-in-place piles adopt reinforced concrete structures, and are vertically arranged in the foundation soil body; one sides of the cast-in-place piles on the outer side of the foundation pit are connected through the second high-pressure jet grouting pile, and the other sides of the cast-in-place piles on the inner side o |
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The structure comprises a first high-pressure jet groutingpile, cast-in-place piles, a second high-pressure jet grouting pile, a concrete hanging net, crown beams, inner supports, a gravel cushion layer, a reinforced concrete base plate and a foundation soilbody; the first high-pressure jet grouting pile is vertically arranged in the foundation soil body at the bottom of a foundation pit to form a composite foundation; the gravel cushion layer is pavedon the composite foundation; the reinforced concrete base plate is above the gravel cushion layer; the cast-in-place piles adopt reinforced concrete structures, and are vertically arranged in the foundation soil body; one sides of the cast-in-place piles on the outer side of the foundation pit are connected through the second high-pressure jet grouting pile, and the other sides of the cast-in-place piles on the inner side o</description><language>chi ; eng</language><subject>EMBANKMENTS ; EXCAVATIONS ; FIXED CONSTRUCTIONS ; FOUNDATIONS ; HYDRAULIC ENGINEERING ; SOIL SHIFTING ; UNDERGROUND OR UNDERWATER STRUCTURES</subject><creationdate>2019</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&date=20190319&DB=EPODOC&CC=CN&NR=109487793A$$EHTML$$P50$$Gepo$$Hfree_for_read</linktohtml><link.rule.ids>230,308,780,885,25564,76547</link.rule.ids><linktorsrc>$$Uhttps://worldwide.espacenet.com/publicationDetails/biblio?FT=D&date=20190319&DB=EPODOC&CC=CN&NR=109487793A$$EView_record_in_European_Patent_Office$$FView_record_in_$$GEuropean_Patent_Office$$Hfree_for_read</linktorsrc></links><search><creatorcontrib>LIU JUNXIONG</creatorcontrib><creatorcontrib>WU JIAWU</creatorcontrib><creatorcontrib>GONG LIXIN</creatorcontrib><title>Dense cast-in-place pile inner support foundation pit permanent support structure under complicated environment</title><description>The invention discloses a dense cast-in-place pile inner support foundation pit permanent support structure under a complicated environment. The structure comprises a first high-pressure jet groutingpile, cast-in-place piles, a second high-pressure jet grouting pile, a concrete hanging net, crown beams, inner supports, a gravel cushion layer, a reinforced concrete base plate and a foundation soilbody; the first high-pressure jet grouting pile is vertically arranged in the foundation soil body at the bottom of a foundation pit to form a composite foundation; the gravel cushion layer is pavedon the composite foundation; the reinforced concrete base plate is above the gravel cushion layer; the cast-in-place piles adopt reinforced concrete structures, and are vertically arranged in the foundation soil body; one sides of the cast-in-place piles on the outer side of the foundation pit are connected through the second high-pressure jet grouting pile, and the other sides of the cast-in-place piles on the inner side o</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>2019</creationdate><recordtype>patent</recordtype><sourceid>EVB</sourceid><recordid>eNqNzTELwjAUBOAuDqL-h-cPKCgVakepipOTewnpFQLJyyN58febQZydbrjvuHUTr-AMsiZr67gVbyxInAc5ZiTKRSQmpSUWno26yLVVEqRgGKw_kDUVqyWBKqxDG4N4Z41iJvDbpcih-m2zWozP2H1z0-zvt9f4aCFxQpZ6z9BpfB4Pw-nc90N36f4xH5dDRF0</recordid><startdate>20190319</startdate><enddate>20190319</enddate><creator>LIU JUNXIONG</creator><creator>WU JIAWU</creator><creator>GONG LIXIN</creator><scope>EVB</scope></search><sort><creationdate>20190319</creationdate><title>Dense cast-in-place pile inner support foundation pit permanent support structure under complicated environment</title><author>LIU JUNXIONG ; WU JIAWU ; GONG LIXIN</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-epo_espacenet_CN109487793A3</frbrgroupid><rsrctype>patents</rsrctype><prefilter>patents</prefilter><language>chi ; eng</language><creationdate>2019</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 JUNXIONG</creatorcontrib><creatorcontrib>WU JIAWU</creatorcontrib><creatorcontrib>GONG LIXIN</creatorcontrib><collection>esp@cenet</collection></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext_linktorsrc</fulltext></delivery><addata><au>LIU JUNXIONG</au><au>WU JIAWU</au><au>GONG LIXIN</au><format>patent</format><genre>patent</genre><ristype>GEN</ristype><title>Dense cast-in-place pile inner support foundation pit permanent support structure under complicated environment</title><date>2019-03-19</date><risdate>2019</risdate><abstract>The invention discloses a dense cast-in-place pile inner support foundation pit permanent support structure under a complicated environment. The structure comprises a first high-pressure jet groutingpile, cast-in-place piles, a second high-pressure jet grouting pile, a concrete hanging net, crown beams, inner supports, a gravel cushion layer, a reinforced concrete base plate and a foundation soilbody; the first high-pressure jet grouting pile is vertically arranged in the foundation soil body at the bottom of a foundation pit to form a composite foundation; the gravel cushion layer is pavedon the composite foundation; the reinforced concrete base plate is above the gravel cushion layer; the cast-in-place piles adopt reinforced concrete structures, and are vertically arranged in the foundation soil body; one sides of the cast-in-place piles on the outer side of the foundation pit are connected through the second high-pressure jet grouting pile, and the other sides of the cast-in-place piles on the inner side o</abstract><oa>free_for_read</oa></addata></record> |
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language | chi ; eng |
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subjects | EMBANKMENTS EXCAVATIONS FIXED CONSTRUCTIONS FOUNDATIONS HYDRAULIC ENGINEERING SOIL SHIFTING UNDERGROUND OR UNDERWATER STRUCTURES |
title | Dense cast-in-place pile inner support foundation pit permanent support structure under complicated environment |
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