Vacuum support excavation method suitable for deep foundation pit in complex stratum close to existing building
The invention discloses a vacuum support excavation method suitable for a deep foundation pit in a complex stratum close to an existing building. The vacuum support excavation method comprises the steps that stand column piles are arranged in a soil body of the wall of the foundation pit; a vertical...
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creator | YANG ZHIJUN LIN HONGNENG WANG KAI LIU YUANFENG LI HONGXIN ZHANG LE |
description | The invention discloses a vacuum support excavation method suitable for a deep foundation pit in a complex stratum close to an existing building. The vacuum support excavation method comprises the steps that stand column piles are arranged in a soil body of the wall of the foundation pit; a vertical drainage body, a vertical reinforcement body, a peripheral vertical closed curtain, a grouting bag, a transverse drainage body and a horizontal closed layer are arranged according to a designed range; vacuumizing is conducted through a vacuum pressure source, and foundation pit excavation is conducted; a slope sealing layer and vacuum nails are laid on the wall of a newly-excavated foundation pit, and an inner supporting system is arranged in the foundation pit; the slope surface sealing layer is sealed through a slope bottom vertical sealing curtain; and the permanent structure is constructed, follow-up dismantling, recycling and backfilling work is carried out, vacuumizing is stopped after the permanent structur |
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The vacuum support excavation method comprises the steps that stand column piles are arranged in a soil body of the wall of the foundation pit; a vertical drainage body, a vertical reinforcement body, a peripheral vertical closed curtain, a grouting bag, a transverse drainage body and a horizontal closed layer are arranged according to a designed range; vacuumizing is conducted through a vacuum pressure source, and foundation pit excavation is conducted; a slope sealing layer and vacuum nails are laid on the wall of a newly-excavated foundation pit, and an inner supporting system is arranged in the foundation pit; the slope surface sealing layer is sealed through a slope bottom vertical sealing curtain; and the permanent structure is constructed, follow-up dismantling, recycling and backfilling work is carried out, vacuumizing is stopped after the permanent structur</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&date=20231121&DB=EPODOC&CC=CN&NR=117090221A$$EHTML$$P50$$Gepo$$Hfree_for_read</linktohtml><link.rule.ids>230,309,781,886,25569,76552</link.rule.ids><linktorsrc>$$Uhttps://worldwide.espacenet.com/publicationDetails/biblio?FT=D&date=20231121&DB=EPODOC&CC=CN&NR=117090221A$$EView_record_in_European_Patent_Office$$FView_record_in_$$GEuropean_Patent_Office$$Hfree_for_read</linktorsrc></links><search><creatorcontrib>YANG ZHIJUN</creatorcontrib><creatorcontrib>LIN HONGNENG</creatorcontrib><creatorcontrib>WANG KAI</creatorcontrib><creatorcontrib>LIU YUANFENG</creatorcontrib><creatorcontrib>LI HONGXIN</creatorcontrib><creatorcontrib>ZHANG LE</creatorcontrib><title>Vacuum support excavation method suitable for deep foundation pit in complex stratum close to existing building</title><description>The invention discloses a vacuum support excavation method suitable for a deep foundation pit in a complex stratum close to an existing building. The vacuum support excavation method comprises the steps that stand column piles are arranged in a soil body of the wall of the foundation pit; a vertical drainage body, a vertical reinforcement body, a peripheral vertical closed curtain, a grouting bag, a transverse drainage body and a horizontal closed layer are arranged according to a designed range; vacuumizing is conducted through a vacuum pressure source, and foundation pit excavation is conducted; a slope sealing layer and vacuum nails are laid on the wall of a newly-excavated foundation pit, and an inner supporting system is arranged in the foundation pit; the slope surface sealing layer is sealed through a slope bottom vertical sealing curtain; and the permanent structure is constructed, follow-up dismantling, recycling and backfilling work is carried out, vacuumizing is stopped after the permanent structur</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>eNqNjEEKwjAQRbtxIeodxgMIbV2ISymKK1fitkyTqQbSzJBMpMc3oAdw9R_8x1tW_ECT8wQpi3BUoNngG9VxgIn0xbY8TnHwBCNHsERSIAf7dcQpuACGJ_E0Q9KIWmrGcyJQLjmX1IUnDNl5W2BdLUb0iTa_XVXby_neXXck3FMSNBRI--7WNIf6WLdtc9r_43wAiDBDuA</recordid><startdate>20231121</startdate><enddate>20231121</enddate><creator>YANG ZHIJUN</creator><creator>LIN HONGNENG</creator><creator>WANG KAI</creator><creator>LIU YUANFENG</creator><creator>LI HONGXIN</creator><creator>ZHANG LE</creator><scope>EVB</scope></search><sort><creationdate>20231121</creationdate><title>Vacuum support excavation method suitable for deep foundation pit in complex stratum close to existing building</title><author>YANG ZHIJUN ; LIN HONGNENG ; WANG KAI ; LIU YUANFENG ; LI HONGXIN ; ZHANG LE</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-epo_espacenet_CN117090221A3</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>YANG ZHIJUN</creatorcontrib><creatorcontrib>LIN HONGNENG</creatorcontrib><creatorcontrib>WANG KAI</creatorcontrib><creatorcontrib>LIU YUANFENG</creatorcontrib><creatorcontrib>LI HONGXIN</creatorcontrib><creatorcontrib>ZHANG LE</creatorcontrib><collection>esp@cenet</collection></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext_linktorsrc</fulltext></delivery><addata><au>YANG ZHIJUN</au><au>LIN HONGNENG</au><au>WANG KAI</au><au>LIU YUANFENG</au><au>LI HONGXIN</au><au>ZHANG LE</au><format>patent</format><genre>patent</genre><ristype>GEN</ristype><title>Vacuum support excavation method suitable for deep foundation pit in complex stratum close to existing building</title><date>2023-11-21</date><risdate>2023</risdate><abstract>The invention discloses a vacuum support excavation method suitable for a deep foundation pit in a complex stratum close to an existing building. The vacuum support excavation method comprises the steps that stand column piles are arranged in a soil body of the wall of the foundation pit; a vertical drainage body, a vertical reinforcement body, a peripheral vertical closed curtain, a grouting bag, a transverse drainage body and a horizontal closed layer are arranged according to a designed range; vacuumizing is conducted through a vacuum pressure source, and foundation pit excavation is conducted; a slope sealing layer and vacuum nails are laid on the wall of a newly-excavated foundation pit, and an inner supporting system is arranged in the foundation pit; the slope surface sealing layer is sealed through a slope bottom vertical sealing curtain; and the permanent structure is constructed, follow-up dismantling, recycling and backfilling work is carried out, vacuumizing is stopped after the permanent structur</abstract><oa>free_for_read</oa></addata></record> |
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subjects | EMBANKMENTS EXCAVATIONS FIXED CONSTRUCTIONS FOUNDATIONS HYDRAULIC ENGINEERING SOIL SHIFTING UNDERGROUND OR UNDERWATER STRUCTURES |
title | Vacuum support excavation method suitable for deep foundation pit in complex stratum close to existing building |
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