Multi -functional underground continuous wall core section of thick bamboo of combination among reverse construction method
The utility model discloses a multi -functional underground continuous wall core section of thick bamboo of combination among reverse construction method, including the barrel, the barrel mainly comprises several looks spaced reinforced concrete groove section, and reinforced concrete groove section...
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creator | ZHANG XIAOLIANG CHEN ZHUSHEN ZHU AIGUO HUANG WEIJIANG WANG SHIQI LONG XIUHAI YU YINYIN YANG DAIHENG GUO TIE PENG WENYU SU SENLIN CHEN XING TANG GANGYI LIN PUQIANG NI WEILIN |
description | The utility model discloses a multi -functional underground continuous wall core section of thick bamboo of combination among reverse construction method, including the barrel, the barrel mainly comprises several looks spaced reinforced concrete groove section, and reinforced concrete groove section be concrete shear force wall, and continuous each reinforced concrete groove section of messenger of steel reinforcement cage of adjacent reinforced concrete groove section becomes one to enclose and draws together the barrel, the position of interval position for setting up the door opening between the section of reinforced concrete groove. The utility model discloses collect supporting pile and post, cushion cap, shear force wall, keep off four kinds of function in an organic wholes of soil structure, the utility model discloses a core section of thick bamboo itself is exactly the major structure, and consequently, need not to build the supporting pile and the post is then demolishd again temporarily, the utility model discloses a barrel is equivalent to basis, cushion cap, shear force wall one shot forming, can shorten construction period greatly, simplify construction steps, reduce construction cost, additionally, the utility model relates to an overall structure, the stress, the atress mode is the line atress, has reduced subsiding of a core section of thick bamboo greatly. |
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The utility model discloses collect supporting pile and post, cushion cap, shear force wall, keep off four kinds of function in an organic wholes of soil structure, the utility model discloses a core section of thick bamboo itself is exactly the major structure, and consequently, need not to build the supporting pile and the post is then demolishd again temporarily, the utility model discloses a barrel is equivalent to basis, cushion cap, shear force wall one shot forming, can shorten construction period greatly, simplify construction steps, reduce construction cost, additionally, the utility model relates to an overall structure, the stress, the atress mode is the line atress, has reduced subsiding of a core section of thick bamboo greatly.</description><language>eng</language><subject>EMBANKMENTS ; EXCAVATIONS ; FIXED CONSTRUCTIONS ; FOUNDATIONS ; HYDRAULIC ENGINEERING ; SOIL SHIFTING ; UNDERGROUND OR UNDERWATER STRUCTURES</subject><creationdate>2016</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=20160127&DB=EPODOC&CC=CN&NR=205000361U$$EHTML$$P50$$Gepo$$Hfree_for_read</linktohtml><link.rule.ids>230,308,780,885,25563,76318</link.rule.ids><linktorsrc>$$Uhttps://worldwide.espacenet.com/publicationDetails/biblio?FT=D&date=20160127&DB=EPODOC&CC=CN&NR=205000361U$$EView_record_in_European_Patent_Office$$FView_record_in_$$GEuropean_Patent_Office$$Hfree_for_read</linktorsrc></links><search><creatorcontrib>ZHANG XIAOLIANG</creatorcontrib><creatorcontrib>CHEN ZHUSHEN</creatorcontrib><creatorcontrib>ZHU AIGUO</creatorcontrib><creatorcontrib>HUANG WEIJIANG</creatorcontrib><creatorcontrib>WANG SHIQI</creatorcontrib><creatorcontrib>LONG XIUHAI</creatorcontrib><creatorcontrib>YU YINYIN</creatorcontrib><creatorcontrib>YANG DAIHENG</creatorcontrib><creatorcontrib>GUO TIE</creatorcontrib><creatorcontrib>PENG WENYU</creatorcontrib><creatorcontrib>SU SENLIN</creatorcontrib><creatorcontrib>CHEN XING</creatorcontrib><creatorcontrib>TANG GANGYI</creatorcontrib><creatorcontrib>LIN PUQIANG</creatorcontrib><creatorcontrib>NI WEILIN</creatorcontrib><title>Multi -functional underground continuous wall core section of thick bamboo of combination among reverse construction method</title><description>The utility model discloses a multi -functional underground continuous wall core section of thick bamboo of combination among reverse construction method, including the barrel, the barrel mainly comprises several looks spaced reinforced concrete groove section, and reinforced concrete groove section be concrete shear force wall, and continuous each reinforced concrete groove section of messenger of steel reinforcement cage of adjacent reinforced concrete groove section becomes one to enclose and draws together the barrel, the position of interval position for setting up the door opening between the section of reinforced concrete groove. The utility model discloses collect supporting pile and post, cushion cap, shear force wall, keep off four kinds of function in an organic wholes of soil structure, the utility model discloses a core section of thick bamboo itself is exactly the major structure, and consequently, need not to build the supporting pile and the post is then demolishd again temporarily, the utility model discloses a barrel is equivalent to basis, cushion cap, shear force wall one shot forming, can shorten construction period greatly, simplify construction steps, reduce construction cost, additionally, the utility model relates to an overall structure, the stress, the atress mode is the line atress, has reduced subsiding of a core section of thick bamboo greatly.</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>2016</creationdate><recordtype>patent</recordtype><sourceid>EVB</sourceid><recordid>eNqNjDsOwjAQRN1QIOAOK_pIhgguEIFooCJ15DibxMLejfyBgsuTBA5ANXqaN7MU72uy0UDWJtLRMCkLiRr0necxQTNFQ4lTgJeydmSPEHBWgVuIvdEPqJWrmSfW7GpDaq6VY-rA4xN9wOkpRJ--S4ex52YtFq2yATe_XInt-XQvLhkOXGEYlEbCWBW3vTxIKfPjrizzv6QP0lJJLw</recordid><startdate>20160127</startdate><enddate>20160127</enddate><creator>ZHANG XIAOLIANG</creator><creator>CHEN ZHUSHEN</creator><creator>ZHU AIGUO</creator><creator>HUANG WEIJIANG</creator><creator>WANG SHIQI</creator><creator>LONG XIUHAI</creator><creator>YU YINYIN</creator><creator>YANG DAIHENG</creator><creator>GUO TIE</creator><creator>PENG WENYU</creator><creator>SU SENLIN</creator><creator>CHEN XING</creator><creator>TANG GANGYI</creator><creator>LIN PUQIANG</creator><creator>NI WEILIN</creator><scope>EVB</scope></search><sort><creationdate>20160127</creationdate><title>Multi -functional underground continuous wall core section of thick bamboo of combination among reverse construction method</title><author>ZHANG XIAOLIANG ; CHEN ZHUSHEN ; ZHU AIGUO ; HUANG WEIJIANG ; WANG SHIQI ; LONG XIUHAI ; YU YINYIN ; YANG DAIHENG ; GUO TIE ; PENG WENYU ; SU SENLIN ; CHEN XING ; TANG GANGYI ; LIN PUQIANG ; NI WEILIN</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-epo_espacenet_CN205000361UU3</frbrgroupid><rsrctype>patents</rsrctype><prefilter>patents</prefilter><language>eng</language><creationdate>2016</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>ZHANG XIAOLIANG</creatorcontrib><creatorcontrib>CHEN ZHUSHEN</creatorcontrib><creatorcontrib>ZHU AIGUO</creatorcontrib><creatorcontrib>HUANG WEIJIANG</creatorcontrib><creatorcontrib>WANG SHIQI</creatorcontrib><creatorcontrib>LONG XIUHAI</creatorcontrib><creatorcontrib>YU YINYIN</creatorcontrib><creatorcontrib>YANG DAIHENG</creatorcontrib><creatorcontrib>GUO TIE</creatorcontrib><creatorcontrib>PENG WENYU</creatorcontrib><creatorcontrib>SU SENLIN</creatorcontrib><creatorcontrib>CHEN XING</creatorcontrib><creatorcontrib>TANG GANGYI</creatorcontrib><creatorcontrib>LIN PUQIANG</creatorcontrib><creatorcontrib>NI WEILIN</creatorcontrib><collection>esp@cenet</collection></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext_linktorsrc</fulltext></delivery><addata><au>ZHANG XIAOLIANG</au><au>CHEN ZHUSHEN</au><au>ZHU AIGUO</au><au>HUANG WEIJIANG</au><au>WANG SHIQI</au><au>LONG XIUHAI</au><au>YU YINYIN</au><au>YANG DAIHENG</au><au>GUO TIE</au><au>PENG WENYU</au><au>SU SENLIN</au><au>CHEN XING</au><au>TANG GANGYI</au><au>LIN PUQIANG</au><au>NI WEILIN</au><format>patent</format><genre>patent</genre><ristype>GEN</ristype><title>Multi -functional underground continuous wall core section of thick bamboo of combination among reverse construction method</title><date>2016-01-27</date><risdate>2016</risdate><abstract>The utility model discloses a multi -functional underground continuous wall core section of thick bamboo of combination among reverse construction method, including the barrel, the barrel mainly comprises several looks spaced reinforced concrete groove section, and reinforced concrete groove section be concrete shear force wall, and continuous each reinforced concrete groove section of messenger of steel reinforcement cage of adjacent reinforced concrete groove section becomes one to enclose and draws together the barrel, the position of interval position for setting up the door opening between the section of reinforced concrete groove. The utility model discloses collect supporting pile and post, cushion cap, shear force wall, keep off four kinds of function in an organic wholes of soil structure, the utility model discloses a core section of thick bamboo itself is exactly the major structure, and consequently, need not to build the supporting pile and the post is then demolishd again temporarily, the utility model discloses a barrel is equivalent to basis, cushion cap, shear force wall one shot forming, can shorten construction period greatly, simplify construction steps, reduce construction cost, additionally, the utility model relates to an overall structure, the stress, the atress mode is the line atress, has reduced subsiding of a core section of thick bamboo greatly.</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 | Multi -functional underground continuous wall core section of thick bamboo of combination among reverse construction method |
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