Rock anchor beam structure, underground powerhouse structure and construction method of underground powerhouse structure
The invention discloses a rock-anchored beam structure, an underground powerhouse structure and a construction method of the underground powerhouse structure. The problems that in the prior art, rock-anchored beam construction efficiency is low, and disturbance to peripheral rock walls is large are...
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 | CUI YUCHEN SHAO YANG WANG NING HAN SONGBO BAI ZHONGKUN JIA ZHENGWEN BI CHENGCHENG |
description | The invention discloses a rock-anchored beam structure, an underground powerhouse structure and a construction method of the underground powerhouse structure. The problems that in the prior art, rock-anchored beam construction efficiency is low, and disturbance to peripheral rock walls is large are solved. The rock-anchored beam structure comprises a beam body, and the outer side face of the beam body is an arc-shaped face. Preferably, the inner side face of the beam body comprises a top plane and an inner side vertical face, the upper portion of the arc-shaped face is connected with the top plane, and the lower portion of the arc-shaped face is connected with the inner side vertical face through a bottom inclined face. The underground powerhouse structure comprises the rock-anchored beam structure. Upper side walls are connected to the upper portions of the rock-anchored beam structures, lower side walls are connected to the lower portions of the rock-anchored beam structures, and a dome structure stretches |
format | Patent |
fullrecord | <record><control><sourceid>epo_EVB</sourceid><recordid>TN_cdi_epo_espacenet_CN118639688A</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><sourcerecordid>CN118639688A</sourcerecordid><originalsourceid>FETCH-epo_espacenet_CN118639688A3</originalsourceid><addsrcrecordid>eNrjZKgIyk_OVkjMS87IL1JISk3MVSguKSpNLiktStVRKM1LSS1KL8oH0goF-eWpRRn5pcWpCBVAfSkKyfl5EIHM_DyF3NSSjPwUhfw0gnp5GFjTEnOKU3mhNDeDoptriLOHbmpBfnxqcUFicmpeakm8s5-hoYWZsaWZhYWjMTFqAMHeSHE</addsrcrecordid><sourcetype>Open Access Repository</sourcetype><iscdi>true</iscdi><recordtype>patent</recordtype></control><display><type>patent</type><title>Rock anchor beam structure, underground powerhouse structure and construction method of underground powerhouse structure</title><source>esp@cenet</source><creator>CUI YUCHEN ; SHAO YANG ; WANG NING ; HAN SONGBO ; BAI ZHONGKUN ; JIA ZHENGWEN ; BI CHENGCHENG</creator><creatorcontrib>CUI YUCHEN ; SHAO YANG ; WANG NING ; HAN SONGBO ; BAI ZHONGKUN ; JIA ZHENGWEN ; BI CHENGCHENG</creatorcontrib><description>The invention discloses a rock-anchored beam structure, an underground powerhouse structure and a construction method of the underground powerhouse structure. The problems that in the prior art, rock-anchored beam construction efficiency is low, and disturbance to peripheral rock walls is large are solved. The rock-anchored beam structure comprises a beam body, and the outer side face of the beam body is an arc-shaped face. Preferably, the inner side face of the beam body comprises a top plane and an inner side vertical face, the upper portion of the arc-shaped face is connected with the top plane, and the lower portion of the arc-shaped face is connected with the inner side vertical face through a bottom inclined face. The underground powerhouse structure comprises the rock-anchored beam structure. Upper side walls are connected to the upper portions of the rock-anchored beam structures, lower side walls are connected to the lower portions of the rock-anchored beam structures, and a dome structure stretches</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=20240913&DB=EPODOC&CC=CN&NR=118639688A$$EHTML$$P50$$Gepo$$Hfree_for_read</linktohtml><link.rule.ids>230,308,780,885,25564,76547</link.rule.ids><linktorsrc>$$Uhttps://worldwide.espacenet.com/publicationDetails/biblio?FT=D&date=20240913&DB=EPODOC&CC=CN&NR=118639688A$$EView_record_in_European_Patent_Office$$FView_record_in_$$GEuropean_Patent_Office$$Hfree_for_read</linktorsrc></links><search><creatorcontrib>CUI YUCHEN</creatorcontrib><creatorcontrib>SHAO YANG</creatorcontrib><creatorcontrib>WANG NING</creatorcontrib><creatorcontrib>HAN SONGBO</creatorcontrib><creatorcontrib>BAI ZHONGKUN</creatorcontrib><creatorcontrib>JIA ZHENGWEN</creatorcontrib><creatorcontrib>BI CHENGCHENG</creatorcontrib><title>Rock anchor beam structure, underground powerhouse structure and construction method of underground powerhouse structure</title><description>The invention discloses a rock-anchored beam structure, an underground powerhouse structure and a construction method of the underground powerhouse structure. The problems that in the prior art, rock-anchored beam construction efficiency is low, and disturbance to peripheral rock walls is large are solved. The rock-anchored beam structure comprises a beam body, and the outer side face of the beam body is an arc-shaped face. Preferably, the inner side face of the beam body comprises a top plane and an inner side vertical face, the upper portion of the arc-shaped face is connected with the top plane, and the lower portion of the arc-shaped face is connected with the inner side vertical face through a bottom inclined face. The underground powerhouse structure comprises the rock-anchored beam structure. Upper side walls are connected to the upper portions of the rock-anchored beam structures, lower side walls are connected to the lower portions of the rock-anchored beam structures, and a dome structure stretches</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>2024</creationdate><recordtype>patent</recordtype><sourceid>EVB</sourceid><recordid>eNrjZKgIyk_OVkjMS87IL1JISk3MVSguKSpNLiktStVRKM1LSS1KL8oH0goF-eWpRRn5pcWpCBVAfSkKyfl5EIHM_DyF3NSSjPwUhfw0gnp5GFjTEnOKU3mhNDeDoptriLOHbmpBfnxqcUFicmpeakm8s5-hoYWZsaWZhYWjMTFqAMHeSHE</recordid><startdate>20240913</startdate><enddate>20240913</enddate><creator>CUI YUCHEN</creator><creator>SHAO YANG</creator><creator>WANG NING</creator><creator>HAN SONGBO</creator><creator>BAI ZHONGKUN</creator><creator>JIA ZHENGWEN</creator><creator>BI CHENGCHENG</creator><scope>EVB</scope></search><sort><creationdate>20240913</creationdate><title>Rock anchor beam structure, underground powerhouse structure and construction method of underground powerhouse structure</title><author>CUI YUCHEN ; SHAO YANG ; WANG NING ; HAN SONGBO ; BAI ZHONGKUN ; JIA ZHENGWEN ; BI CHENGCHENG</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-epo_espacenet_CN118639688A3</frbrgroupid><rsrctype>patents</rsrctype><prefilter>patents</prefilter><language>chi ; eng</language><creationdate>2024</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>CUI YUCHEN</creatorcontrib><creatorcontrib>SHAO YANG</creatorcontrib><creatorcontrib>WANG NING</creatorcontrib><creatorcontrib>HAN SONGBO</creatorcontrib><creatorcontrib>BAI ZHONGKUN</creatorcontrib><creatorcontrib>JIA ZHENGWEN</creatorcontrib><creatorcontrib>BI CHENGCHENG</creatorcontrib><collection>esp@cenet</collection></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext_linktorsrc</fulltext></delivery><addata><au>CUI YUCHEN</au><au>SHAO YANG</au><au>WANG NING</au><au>HAN SONGBO</au><au>BAI ZHONGKUN</au><au>JIA ZHENGWEN</au><au>BI CHENGCHENG</au><format>patent</format><genre>patent</genre><ristype>GEN</ristype><title>Rock anchor beam structure, underground powerhouse structure and construction method of underground powerhouse structure</title><date>2024-09-13</date><risdate>2024</risdate><abstract>The invention discloses a rock-anchored beam structure, an underground powerhouse structure and a construction method of the underground powerhouse structure. The problems that in the prior art, rock-anchored beam construction efficiency is low, and disturbance to peripheral rock walls is large are solved. The rock-anchored beam structure comprises a beam body, and the outer side face of the beam body is an arc-shaped face. Preferably, the inner side face of the beam body comprises a top plane and an inner side vertical face, the upper portion of the arc-shaped face is connected with the top plane, and the lower portion of the arc-shaped face is connected with the inner side vertical face through a bottom inclined face. The underground powerhouse structure comprises the rock-anchored beam structure. Upper side walls are connected to the upper portions of the rock-anchored beam structures, lower side walls are connected to the lower portions of the rock-anchored beam structures, and a dome structure stretches</abstract><oa>free_for_read</oa></addata></record> |
fulltext | fulltext_linktorsrc |
identifier | |
ispartof | |
issn | |
language | chi ; eng |
recordid | cdi_epo_espacenet_CN118639688A |
source | esp@cenet |
subjects | EMBANKMENTS EXCAVATIONS FIXED CONSTRUCTIONS FOUNDATIONS HYDRAULIC ENGINEERING SOIL SHIFTING UNDERGROUND OR UNDERWATER STRUCTURES |
title | Rock anchor beam structure, underground powerhouse structure and construction method of underground powerhouse structure |
url | https://sfx.bib-bvb.de/sfx_tum?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2024-12-27T03%3A46%3A16IST&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=CUI%20YUCHEN&rft.date=2024-09-13&rft_id=info:doi/&rft_dat=%3Cepo_EVB%3ECN118639688A%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 |