Prefabricated type cantilever retaining wall by grouting anchoring connecting method
The invention provides a prefabricated type cantilever retaining wall by a grouting anchoring connecting method. The prefabricated type cantilever retaining wall is spliced by a plurality of sectionsof retaining wall segments, the retaining wall segments comprises prefabricated bottom plates and pre...
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creator | YUAN SHENGQIANG FENG BAO GAO XIAOFEI ZHAO YONG MAO YOUTIAN HUA FENG SHEN WEI LIN JINGCI JIN ZHONGLIANG ZHU JINGYING |
description | The invention provides a prefabricated type cantilever retaining wall by a grouting anchoring connecting method. The prefabricated type cantilever retaining wall is spliced by a plurality of sectionsof retaining wall segments, the retaining wall segments comprises prefabricated bottom plates and prefabricated surface plates, the prefabricated bottom plates are internally provided with pre-buriedvertical reinforced steel bars, reserved holes which are matched with the pre-buried vertical reinforced steel bars are formed in the prefabricated surface plates, and a bed mortar material is paved on the prefabricated bottom plates; and the prefabricated vertical reinforced steel bars of the prefabricated bottom plates penetrate through the reserved holes of the prefabricated surface plates, a grouting material is poured in the reserved holes to enabled the surface plates and the bottom plates to be connected into an integral structure, and vertical connection among the segments of the retaining wall is connected thr |
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The prefabricated type cantilever retaining wall is spliced by a plurality of sectionsof retaining wall segments, the retaining wall segments comprises prefabricated bottom plates and prefabricated surface plates, the prefabricated bottom plates are internally provided with pre-buriedvertical reinforced steel bars, reserved holes which are matched with the pre-buried vertical reinforced steel bars are formed in the prefabricated surface plates, and a bed mortar material is paved on the prefabricated bottom plates; and the prefabricated vertical reinforced steel bars of the prefabricated bottom plates penetrate through the reserved holes of the prefabricated surface plates, a grouting material is poured in the reserved holes to enabled the surface plates and the bottom plates to be connected into an integral structure, and vertical connection among the segments of the retaining wall is connected thr</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=20190726&DB=EPODOC&CC=CN&NR=110055997A$$EHTML$$P50$$Gepo$$Hfree_for_read</linktohtml><link.rule.ids>230,308,780,885,25563,76418</link.rule.ids><linktorsrc>$$Uhttps://worldwide.espacenet.com/publicationDetails/biblio?FT=D&date=20190726&DB=EPODOC&CC=CN&NR=110055997A$$EView_record_in_European_Patent_Office$$FView_record_in_$$GEuropean_Patent_Office$$Hfree_for_read</linktorsrc></links><search><creatorcontrib>YUAN SHENGQIANG</creatorcontrib><creatorcontrib>FENG BAO</creatorcontrib><creatorcontrib>GAO XIAOFEI</creatorcontrib><creatorcontrib>ZHAO YONG</creatorcontrib><creatorcontrib>MAO YOUTIAN</creatorcontrib><creatorcontrib>HUA FENG</creatorcontrib><creatorcontrib>SHEN WEI</creatorcontrib><creatorcontrib>LIN JINGCI</creatorcontrib><creatorcontrib>JIN ZHONGLIANG</creatorcontrib><creatorcontrib>ZHU JINGYING</creatorcontrib><title>Prefabricated type cantilever retaining wall by grouting anchoring connecting method</title><description>The invention provides a prefabricated type cantilever retaining wall by a grouting anchoring connecting method. The prefabricated type cantilever retaining wall is spliced by a plurality of sectionsof retaining wall segments, the retaining wall segments comprises prefabricated bottom plates and prefabricated surface plates, the prefabricated bottom plates are internally provided with pre-buriedvertical reinforced steel bars, reserved holes which are matched with the pre-buried vertical reinforced steel bars are formed in the prefabricated surface plates, and a bed mortar material is paved on the prefabricated bottom plates; and the prefabricated vertical reinforced steel bars of the prefabricated bottom plates penetrate through the reserved holes of the prefabricated surface plates, a grouting material is poured in the reserved holes to enabled the surface plates and the bottom plates to be connected into an integral structure, and vertical connection among the segments of the retaining wall is connected thr</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>eNqNisEKgkAURWfTIqp_eH1AoISES5GiVbRwL8_xqgPTGxlfhX8fRh_Q6hwOZ22qe0THTXSWFS3pPIIsizqPFyJFKDtx0tObvadmpj6Gpy6BxQ4hLmaDCOw3PqBDaLdm1bGfsPtxY_aXc1VeDxhDjWlkC4HW5S1NkyTL8vxUHP95Pv5hOZ0</recordid><startdate>20190726</startdate><enddate>20190726</enddate><creator>YUAN SHENGQIANG</creator><creator>FENG BAO</creator><creator>GAO XIAOFEI</creator><creator>ZHAO YONG</creator><creator>MAO YOUTIAN</creator><creator>HUA FENG</creator><creator>SHEN WEI</creator><creator>LIN JINGCI</creator><creator>JIN ZHONGLIANG</creator><creator>ZHU JINGYING</creator><scope>EVB</scope></search><sort><creationdate>20190726</creationdate><title>Prefabricated type cantilever retaining wall by grouting anchoring connecting method</title><author>YUAN SHENGQIANG ; FENG BAO ; GAO XIAOFEI ; ZHAO YONG ; MAO YOUTIAN ; HUA FENG ; SHEN WEI ; LIN JINGCI ; JIN ZHONGLIANG ; ZHU JINGYING</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-epo_espacenet_CN110055997A3</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>YUAN SHENGQIANG</creatorcontrib><creatorcontrib>FENG BAO</creatorcontrib><creatorcontrib>GAO XIAOFEI</creatorcontrib><creatorcontrib>ZHAO YONG</creatorcontrib><creatorcontrib>MAO YOUTIAN</creatorcontrib><creatorcontrib>HUA FENG</creatorcontrib><creatorcontrib>SHEN WEI</creatorcontrib><creatorcontrib>LIN JINGCI</creatorcontrib><creatorcontrib>JIN ZHONGLIANG</creatorcontrib><creatorcontrib>ZHU JINGYING</creatorcontrib><collection>esp@cenet</collection></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext_linktorsrc</fulltext></delivery><addata><au>YUAN SHENGQIANG</au><au>FENG BAO</au><au>GAO XIAOFEI</au><au>ZHAO YONG</au><au>MAO YOUTIAN</au><au>HUA FENG</au><au>SHEN WEI</au><au>LIN JINGCI</au><au>JIN ZHONGLIANG</au><au>ZHU JINGYING</au><format>patent</format><genre>patent</genre><ristype>GEN</ristype><title>Prefabricated type cantilever retaining wall by grouting anchoring connecting method</title><date>2019-07-26</date><risdate>2019</risdate><abstract>The invention provides a prefabricated type cantilever retaining wall by a grouting anchoring connecting method. The prefabricated type cantilever retaining wall is spliced by a plurality of sectionsof retaining wall segments, the retaining wall segments comprises prefabricated bottom plates and prefabricated surface plates, the prefabricated bottom plates are internally provided with pre-buriedvertical reinforced steel bars, reserved holes which are matched with the pre-buried vertical reinforced steel bars are formed in the prefabricated surface plates, and a bed mortar material is paved on the prefabricated bottom plates; and the prefabricated vertical reinforced steel bars of the prefabricated bottom plates penetrate through the reserved holes of the prefabricated surface plates, a grouting material is poured in the reserved holes to enabled the surface plates and the bottom plates to be connected into an integral structure, and vertical connection among the segments of the retaining wall is connected thr</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 | Prefabricated type cantilever retaining wall by grouting anchoring connecting method |
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