Anti shock attenuation composite lining structure of shield tunnel under water
The utility model discloses an anti shock attenuation composite lining structure of shield tunnel under water relates to shield tunnel technical field, including segment lining, segment lining's internal surface is connected with the shock attenuation damping layer, the surface of shock attenua...
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creator | LU PING XU YALOU PAN DONG HAN BINGYU DING FEI MAO JIAHUA LI XINGGAO JIN HUI YUAN DAJUN |
description | The utility model discloses an anti shock attenuation composite lining structure of shield tunnel under water relates to shield tunnel technical field, including segment lining, segment lining's internal surface is connected with the shock attenuation damping layer, the surface of shock attenuation damping layer is connected with secondary lining, vertical between segment lining's section of jurisdiction, transverse joint is all through the articulate of combatting earthquake, the seam crossing is equipped with upper sealing cushion and lower sealing cushion. The utility model discloses a setup flexible joint and reduce section of jurisdiction thickness at the section of jurisdiction seam crossing, make the stratum deformation of the adaptation earthquake measured time that the outer section of jurisdiction of shield tunnel can be better, through setting up secondary lining, the the stiffness of shield tunnel structure has been improved, the rigid contact within a definite time of outer segment lining and sec |
format | Patent |
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The utility model discloses a setup flexible joint and reduce section of jurisdiction thickness at the section of jurisdiction seam crossing, make the stratum deformation of the adaptation earthquake measured time that the outer section of jurisdiction of shield tunnel can be better, through setting up secondary lining, the the stiffness of shield tunnel structure has been improved, the rigid contact within a definite time of outer segment lining and sec</description><language>chi ; eng</language><subject>EARTH DRILLING ; FIXED CONSTRUCTIONS ; GALLERIES ; LARGE UNDERGROUND CHAMBERS ; MINING ; SHAFTS ; TUNNELS</subject><creationdate>2018</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=20181002&DB=EPODOC&CC=CN&NR=207934906U$$EHTML$$P50$$Gepo$$Hfree_for_read</linktohtml><link.rule.ids>230,308,776,881,25543,76294</link.rule.ids><linktorsrc>$$Uhttps://worldwide.espacenet.com/publicationDetails/biblio?FT=D&date=20181002&DB=EPODOC&CC=CN&NR=207934906U$$EView_record_in_European_Patent_Office$$FView_record_in_$$GEuropean_Patent_Office$$Hfree_for_read</linktorsrc></links><search><creatorcontrib>LU PING</creatorcontrib><creatorcontrib>XU YALOU</creatorcontrib><creatorcontrib>PAN DONG</creatorcontrib><creatorcontrib>HAN BINGYU</creatorcontrib><creatorcontrib>DING FEI</creatorcontrib><creatorcontrib>MAO JIAHUA</creatorcontrib><creatorcontrib>LI XINGGAO</creatorcontrib><creatorcontrib>JIN HUI</creatorcontrib><creatorcontrib>YUAN DAJUN</creatorcontrib><title>Anti shock attenuation composite lining structure of shield tunnel under water</title><description>The utility model discloses an anti shock attenuation composite lining structure of shield tunnel under water relates to shield tunnel technical field, including segment lining, segment lining's internal surface is connected with the shock attenuation damping layer, the surface of shock attenuation damping layer is connected with secondary lining, vertical between segment lining's section of jurisdiction, transverse joint is all through the articulate of combatting earthquake, the seam crossing is equipped with upper sealing cushion and lower sealing cushion. The utility model discloses a setup flexible joint and reduce section of jurisdiction thickness at the section of jurisdiction seam crossing, make the stratum deformation of the adaptation earthquake measured time that the outer section of jurisdiction of shield tunnel can be better, through setting up secondary lining, the the stiffness of shield tunnel structure has been improved, the rigid contact within a definite time of outer segment lining and sec</description><subject>EARTH DRILLING</subject><subject>FIXED CONSTRUCTIONS</subject><subject>GALLERIES</subject><subject>LARGE UNDERGROUND CHAMBERS</subject><subject>MINING</subject><subject>SHAFTS</subject><subject>TUNNELS</subject><fulltext>true</fulltext><rsrctype>patent</rsrctype><creationdate>2018</creationdate><recordtype>patent</recordtype><sourceid>EVB</sourceid><recordid>eNqNyrEKwjAQBuAsDqK-w-EuFCtKRymKUyc7l5D-tYfxEpILvr4OPoDTt3xL051FmfIc3JOsKqRY5SDkwiuGzAryLCwPypqK05JAYfp-hh9Jiwg8FRmR6G0VaW0Wk_UZm58rs71e7u1thxgG5GgdBDq03b46NfWhqY59X_-VPuFtOBM</recordid><startdate>20181002</startdate><enddate>20181002</enddate><creator>LU PING</creator><creator>XU YALOU</creator><creator>PAN DONG</creator><creator>HAN BINGYU</creator><creator>DING FEI</creator><creator>MAO JIAHUA</creator><creator>LI XINGGAO</creator><creator>JIN HUI</creator><creator>YUAN DAJUN</creator><scope>EVB</scope></search><sort><creationdate>20181002</creationdate><title>Anti shock attenuation composite lining structure of shield tunnel under water</title><author>LU PING ; XU YALOU ; PAN DONG ; HAN BINGYU ; DING FEI ; MAO JIAHUA ; LI XINGGAO ; JIN HUI ; YUAN DAJUN</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-epo_espacenet_CN207934906UU3</frbrgroupid><rsrctype>patents</rsrctype><prefilter>patents</prefilter><language>chi ; eng</language><creationdate>2018</creationdate><topic>EARTH DRILLING</topic><topic>FIXED CONSTRUCTIONS</topic><topic>GALLERIES</topic><topic>LARGE UNDERGROUND CHAMBERS</topic><topic>MINING</topic><topic>SHAFTS</topic><topic>TUNNELS</topic><toplevel>online_resources</toplevel><creatorcontrib>LU PING</creatorcontrib><creatorcontrib>XU YALOU</creatorcontrib><creatorcontrib>PAN DONG</creatorcontrib><creatorcontrib>HAN BINGYU</creatorcontrib><creatorcontrib>DING FEI</creatorcontrib><creatorcontrib>MAO JIAHUA</creatorcontrib><creatorcontrib>LI XINGGAO</creatorcontrib><creatorcontrib>JIN HUI</creatorcontrib><creatorcontrib>YUAN DAJUN</creatorcontrib><collection>esp@cenet</collection></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext_linktorsrc</fulltext></delivery><addata><au>LU PING</au><au>XU YALOU</au><au>PAN DONG</au><au>HAN BINGYU</au><au>DING FEI</au><au>MAO JIAHUA</au><au>LI XINGGAO</au><au>JIN HUI</au><au>YUAN DAJUN</au><format>patent</format><genre>patent</genre><ristype>GEN</ristype><title>Anti shock attenuation composite lining structure of shield tunnel under water</title><date>2018-10-02</date><risdate>2018</risdate><abstract>The utility model discloses an anti shock attenuation composite lining structure of shield tunnel under water relates to shield tunnel technical field, including segment lining, segment lining's internal surface is connected with the shock attenuation damping layer, the surface of shock attenuation damping layer is connected with secondary lining, vertical between segment lining's section of jurisdiction, transverse joint is all through the articulate of combatting earthquake, the seam crossing is equipped with upper sealing cushion and lower sealing cushion. The utility model discloses a setup flexible joint and reduce section of jurisdiction thickness at the section of jurisdiction seam crossing, make the stratum deformation of the adaptation earthquake measured time that the outer section of jurisdiction of shield tunnel can be better, through setting up secondary lining, the the stiffness of shield tunnel structure has been improved, the rigid contact within a definite time of outer segment lining and sec</abstract><oa>free_for_read</oa></addata></record> |
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language | chi ; eng |
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subjects | EARTH DRILLING FIXED CONSTRUCTIONS GALLERIES LARGE UNDERGROUND CHAMBERS MINING SHAFTS TUNNELS |
title | Anti shock attenuation composite lining structure of shield tunnel under water |
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