Bank protection structure suitable for urban river channel crossing subway tunnel
The utility model relates to a bank protection structure suitable for crossing a subway tunnel in an urban river channel. The method is suitable for the field of urban river regulation engineering. The technical problem to be solved is to provide the bank protection structure suitable for the urban...
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| creator | QIAN AIGUO SONG KAIYU YE GENGQIANG JIANG TAO DENG CHEN LI YUNLONG CHANG GUANGPIN |
| description | The utility model relates to a bank protection structure suitable for crossing a subway tunnel in an urban river channel. The method is suitable for the field of urban river regulation engineering. The technical problem to be solved is to provide the bank protection structure suitable for the urban river channel crossing the subway tunnel. According to the technical scheme, the bank protection structure suitable for the urban river channel to cross the subway tunnel is characterized by comprising cast-in-situ bored piles which are arranged on bank slopes on the two sides of the urban river channel and arranged in the extending direction of the urban river channel at intervals, the backwater sides of the cast-in-situ bored piles are connected with side slopes of the urban river channel, and the side slopes of the urban river channel are connected with the cast-in-situ bored piles; the excavation volume of the urban river channel can be reduced; the supporting plates are arranged on the two sides of the bottom |
| format | Patent |
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The method is suitable for the field of urban river regulation engineering. The technical problem to be solved is to provide the bank protection structure suitable for the urban river channel crossing the subway tunnel. According to the technical scheme, the bank protection structure suitable for the urban river channel to cross the subway tunnel is characterized by comprising cast-in-situ bored piles which are arranged on bank slopes on the two sides of the urban river channel and arranged in the extending direction of the urban river channel at intervals, the backwater sides of the cast-in-situ bored piles are connected with side slopes of the urban river channel, and the side slopes of the urban river channel are connected with the cast-in-situ bored piles; the excavation volume of the urban river channel can be reduced; the supporting plates are arranged on the two sides of the bottom</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&date=20240820&DB=EPODOC&CC=CN&NR=221567018U$$EHTML$$P50$$Gepo$$Hfree_for_read</linktohtml><link.rule.ids>230,308,780,885,25564,76419</link.rule.ids><linktorsrc>$$Uhttps://worldwide.espacenet.com/publicationDetails/biblio?FT=D&date=20240820&DB=EPODOC&CC=CN&NR=221567018U$$EView_record_in_European_Patent_Office$$FView_record_in_$$GEuropean_Patent_Office$$Hfree_for_read</linktorsrc></links><search><creatorcontrib>QIAN AIGUO</creatorcontrib><creatorcontrib>SONG KAIYU</creatorcontrib><creatorcontrib>YE GENGQIANG</creatorcontrib><creatorcontrib>JIANG TAO</creatorcontrib><creatorcontrib>DENG CHEN</creatorcontrib><creatorcontrib>LI YUNLONG</creatorcontrib><creatorcontrib>CHANG GUANGPIN</creatorcontrib><title>Bank protection structure suitable for urban river channel crossing subway tunnel</title><description>The utility model relates to a bank protection structure suitable for crossing a subway tunnel in an urban river channel. 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The method is suitable for the field of urban river regulation engineering. The technical problem to be solved is to provide the bank protection structure suitable for the urban river channel crossing the subway tunnel. According to the technical scheme, the bank protection structure suitable for the urban river channel to cross the subway tunnel is characterized by comprising cast-in-situ bored piles which are arranged on bank slopes on the two sides of the urban river channel and arranged in the extending direction of the urban river channel at intervals, the backwater sides of the cast-in-situ bored piles are connected with side slopes of the urban river channel, and the side slopes of the urban river channel are connected with the cast-in-situ bored piles; the excavation volume of the urban river channel can be reduced; the supporting plates are arranged on the two sides of the bottom</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 | Bank protection structure suitable for urban river channel crossing subway tunnel |
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