Side slope anchor rod lattice type retaining wall structure
The utility model provides a side slope anchor rod lattice type retaining wall structure which comprises a protection body, a plurality of screw rod sets are arranged on the protection body in a penetrating mode, and the screw rod sets are obliquely distributed relative to the plane where the protec...
Gespeichert in:
Hauptverfasser: | , , , , , |
---|---|
Format: | Patent |
Sprache: | chi ; eng |
Schlagworte: | |
Online-Zugang: | Volltext bestellen |
Tags: |
Tag hinzufügen
Keine Tags, Fügen Sie den ersten Tag hinzu!
|
container_end_page | |
---|---|
container_issue | |
container_start_page | |
container_title | |
container_volume | |
creator | XIONG CHANGYIN YANG RENTAO WANG SHANGYUN ZHANG HAO WEN MOYUN YANG JIAN |
description | The utility model provides a side slope anchor rod lattice type retaining wall structure which comprises a protection body, a plurality of screw rod sets are arranged on the protection body in a penetrating mode, and the screw rod sets are obliquely distributed relative to the plane where the protection body is located. According to the utility model, the screw rod group which is obliquely distributed is arranged on the longitudinal beam of the protection main body, the screw rod group is provided with the screw cone and the handle rod, the guide sleeve is arranged on the longitudinal beam, and the screw cone is arranged in the guide sleeve in a sleeving manner and then is obliquely arranged; then the spiral cone is rotated through the handle rod, one end of the spiral cone is inserted into the small hole of the foundation and extends into the side slope through the spiral, at the moment, the whole protection body is fixed and attached to the side slope, and compared with the mode that in the prior art, an an |
format | Patent |
fullrecord | <record><control><sourceid>epo_EVB</sourceid><recordid>TN_cdi_epo_espacenet_CN219825276UU</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><sourcerecordid>CN219825276UU</sourcerecordid><originalsourceid>FETCH-epo_espacenet_CN219825276UU3</originalsourceid><addsrcrecordid>eNrjZLAOzkxJVSjOyS9IVUjMS87IL1Ioyk9RyEksKclMTlUoqQSKF6WWJGbmZealK5Qn5uQoFJcUlSaXlBal8jCwpiXmFKfyQmluBiU31xBnD93Ugvz41OKCxOTUvNSSeGc_I0NLCyNTI3Oz0FBjohQBAB0bMHw</addsrcrecordid><sourcetype>Open Access Repository</sourcetype><iscdi>true</iscdi><recordtype>patent</recordtype></control><display><type>patent</type><title>Side slope anchor rod lattice type retaining wall structure</title><source>esp@cenet</source><creator>XIONG CHANGYIN ; YANG RENTAO ; WANG SHANGYUN ; ZHANG HAO ; WEN MOYUN ; YANG JIAN</creator><creatorcontrib>XIONG CHANGYIN ; YANG RENTAO ; WANG SHANGYUN ; ZHANG HAO ; WEN MOYUN ; YANG JIAN</creatorcontrib><description>The utility model provides a side slope anchor rod lattice type retaining wall structure which comprises a protection body, a plurality of screw rod sets are arranged on the protection body in a penetrating mode, and the screw rod sets are obliquely distributed relative to the plane where the protection body is located. According to the utility model, the screw rod group which is obliquely distributed is arranged on the longitudinal beam of the protection main body, the screw rod group is provided with the screw cone and the handle rod, the guide sleeve is arranged on the longitudinal beam, and the screw cone is arranged in the guide sleeve in a sleeving manner and then is obliquely arranged; then the spiral cone is rotated through the handle rod, one end of the spiral cone is inserted into the small hole of the foundation and extends into the side slope through the spiral, at the moment, the whole protection body is fixed and attached to the side slope, and compared with the mode that in the prior art, an an</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=20231013&DB=EPODOC&CC=CN&NR=219825276U$$EHTML$$P50$$Gepo$$Hfree_for_read</linktohtml><link.rule.ids>230,308,776,881,25543,76293</link.rule.ids><linktorsrc>$$Uhttps://worldwide.espacenet.com/publicationDetails/biblio?FT=D&date=20231013&DB=EPODOC&CC=CN&NR=219825276U$$EView_record_in_European_Patent_Office$$FView_record_in_$$GEuropean_Patent_Office$$Hfree_for_read</linktorsrc></links><search><creatorcontrib>XIONG CHANGYIN</creatorcontrib><creatorcontrib>YANG RENTAO</creatorcontrib><creatorcontrib>WANG SHANGYUN</creatorcontrib><creatorcontrib>ZHANG HAO</creatorcontrib><creatorcontrib>WEN MOYUN</creatorcontrib><creatorcontrib>YANG JIAN</creatorcontrib><title>Side slope anchor rod lattice type retaining wall structure</title><description>The utility model provides a side slope anchor rod lattice type retaining wall structure which comprises a protection body, a plurality of screw rod sets are arranged on the protection body in a penetrating mode, and the screw rod sets are obliquely distributed relative to the plane where the protection body is located. According to the utility model, the screw rod group which is obliquely distributed is arranged on the longitudinal beam of the protection main body, the screw rod group is provided with the screw cone and the handle rod, the guide sleeve is arranged on the longitudinal beam, and the screw cone is arranged in the guide sleeve in a sleeving manner and then is obliquely arranged; then the spiral cone is rotated through the handle rod, one end of the spiral cone is inserted into the small hole of the foundation and extends into the side slope through the spiral, at the moment, the whole protection body is fixed and attached to the side slope, and compared with the mode that in the prior art, an an</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>eNrjZLAOzkxJVSjOyS9IVUjMS87IL1Ioyk9RyEksKclMTlUoqQSKF6WWJGbmZealK5Qn5uQoFJcUlSaXlBal8jCwpiXmFKfyQmluBiU31xBnD93Ugvz41OKCxOTUvNSSeGc_I0NLCyNTI3Oz0FBjohQBAB0bMHw</recordid><startdate>20231013</startdate><enddate>20231013</enddate><creator>XIONG CHANGYIN</creator><creator>YANG RENTAO</creator><creator>WANG SHANGYUN</creator><creator>ZHANG HAO</creator><creator>WEN MOYUN</creator><creator>YANG JIAN</creator><scope>EVB</scope></search><sort><creationdate>20231013</creationdate><title>Side slope anchor rod lattice type retaining wall structure</title><author>XIONG CHANGYIN ; YANG RENTAO ; WANG SHANGYUN ; ZHANG HAO ; WEN MOYUN ; YANG JIAN</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-epo_espacenet_CN219825276UU3</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>XIONG CHANGYIN</creatorcontrib><creatorcontrib>YANG RENTAO</creatorcontrib><creatorcontrib>WANG SHANGYUN</creatorcontrib><creatorcontrib>ZHANG HAO</creatorcontrib><creatorcontrib>WEN MOYUN</creatorcontrib><creatorcontrib>YANG JIAN</creatorcontrib><collection>esp@cenet</collection></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext_linktorsrc</fulltext></delivery><addata><au>XIONG CHANGYIN</au><au>YANG RENTAO</au><au>WANG SHANGYUN</au><au>ZHANG HAO</au><au>WEN MOYUN</au><au>YANG JIAN</au><format>patent</format><genre>patent</genre><ristype>GEN</ristype><title>Side slope anchor rod lattice type retaining wall structure</title><date>2023-10-13</date><risdate>2023</risdate><abstract>The utility model provides a side slope anchor rod lattice type retaining wall structure which comprises a protection body, a plurality of screw rod sets are arranged on the protection body in a penetrating mode, and the screw rod sets are obliquely distributed relative to the plane where the protection body is located. According to the utility model, the screw rod group which is obliquely distributed is arranged on the longitudinal beam of the protection main body, the screw rod group is provided with the screw cone and the handle rod, the guide sleeve is arranged on the longitudinal beam, and the screw cone is arranged in the guide sleeve in a sleeving manner and then is obliquely arranged; then the spiral cone is rotated through the handle rod, one end of the spiral cone is inserted into the small hole of the foundation and extends into the side slope through the spiral, at the moment, the whole protection body is fixed and attached to the side slope, and compared with the mode that in the prior art, an an</abstract><oa>free_for_read</oa></addata></record> |
fulltext | fulltext_linktorsrc |
identifier | |
ispartof | |
issn | |
language | chi ; eng |
recordid | cdi_epo_espacenet_CN219825276UU |
source | esp@cenet |
subjects | EMBANKMENTS EXCAVATIONS FIXED CONSTRUCTIONS FOUNDATIONS HYDRAULIC ENGINEERING SOIL SHIFTING UNDERGROUND OR UNDERWATER STRUCTURES |
title | Side slope anchor rod lattice type retaining wall structure |
url | https://sfx.bib-bvb.de/sfx_tum?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2025-01-24T09%3A28%3A15IST&url_ver=Z39.88-2004&url_ctx_fmt=infofi/fmt:kev:mtx:ctx&rfr_id=info:sid/primo.exlibrisgroup.com:primo3-Article-epo_EVB&rft_val_fmt=info:ofi/fmt:kev:mtx:patent&rft.genre=patent&rft.au=XIONG%20CHANGYIN&rft.date=2023-10-13&rft_id=info:doi/&rft_dat=%3Cepo_EVB%3ECN219825276UU%3C/epo_EVB%3E%3Curl%3E%3C/url%3E&disable_directlink=true&sfx.directlink=off&sfx.report_link=0&rft_id=info:oai/&rft_id=info:pmid/&rfr_iscdi=true |