Water conservancy project cofferdam sub-weir and construction method thereof
The invention provides a hydraulic engineering cofferdam sub-weir and a construction method thereof. The hydraulic engineering cofferdam sub-weir comprises a cofferdam body and a heightened sub-weir, the cofferdam body comprises an earth-rock weir and a concrete panel, and the concrete panel is fixe...
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 | QIN ZHENCHAO ZHANG SHINUAN JIANG CHANGXING HUANG JING-FENG YAN CHAOSONG HE CONGYI |
description | The invention provides a hydraulic engineering cofferdam sub-weir and a construction method thereof. The hydraulic engineering cofferdam sub-weir comprises a cofferdam body and a heightened sub-weir, the cofferdam body comprises an earth-rock weir and a concrete panel, and the concrete panel is fixedly arranged on the outer surface of one side of the earth-rock weir; the heightened sub-weir comprises membrane cloth, filling soil, color strip cloth, two sets of canvas bags, capping soil, a plurality of reinforcing steel bars, a plurality of filling sand, a hollow elastic pipe support and hydrogel, the cofferdam sub-weir is structurally optimized by actually measuring water level flow data, and the water level flow data of multiple floods of a water conservancy project and multi-year hydrological observation data of a river channel are actually measured, so that the cofferdam sub-weir is constructed. Related engineering design is optimized to achieve the purpose of saving the manufacturing cost, and meanwhile t |
format | Patent |
fullrecord | <record><control><sourceid>epo_EVB</sourceid><recordid>TN_cdi_epo_espacenet_CN114525795A</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><sourcerecordid>CN114525795A</sourcerecordid><originalsourceid>FETCH-epo_espacenet_CN114525795A3</originalsourceid><addsrcrecordid>eNrjZPAJTyxJLVJIzs8rTi0qS8xLrlQoKMrPSk0uAYqlpaUWpSTmKhSXJumWp2YWKSTmpYCVlhSVJpdk5ucp5KaWZOSnKJRkpBal5qfxMLCmJeYUp_JCaW4GRTfXEGcP3dSC_PjU4oLE5NS81JJ4Zz9DQxNTI1NzS1NHY2LUAADxczaH</addsrcrecordid><sourcetype>Open Access Repository</sourcetype><iscdi>true</iscdi><recordtype>patent</recordtype></control><display><type>patent</type><title>Water conservancy project cofferdam sub-weir and construction method thereof</title><source>esp@cenet</source><creator>QIN ZHENCHAO ; ZHANG SHINUAN ; JIANG CHANGXING ; HUANG JING-FENG ; YAN CHAOSONG ; HE CONGYI</creator><creatorcontrib>QIN ZHENCHAO ; ZHANG SHINUAN ; JIANG CHANGXING ; HUANG JING-FENG ; YAN CHAOSONG ; HE CONGYI</creatorcontrib><description>The invention provides a hydraulic engineering cofferdam sub-weir and a construction method thereof. The hydraulic engineering cofferdam sub-weir comprises a cofferdam body and a heightened sub-weir, the cofferdam body comprises an earth-rock weir and a concrete panel, and the concrete panel is fixedly arranged on the outer surface of one side of the earth-rock weir; the heightened sub-weir comprises membrane cloth, filling soil, color strip cloth, two sets of canvas bags, capping soil, a plurality of reinforcing steel bars, a plurality of filling sand, a hollow elastic pipe support and hydrogel, the cofferdam sub-weir is structurally optimized by actually measuring water level flow data, and the water level flow data of multiple floods of a water conservancy project and multi-year hydrological observation data of a river channel are actually measured, so that the cofferdam sub-weir is constructed. Related engineering design is optimized to achieve the purpose of saving the manufacturing cost, and meanwhile t</description><language>chi ; eng</language><subject>EMBANKMENTS ; EXCAVATIONS ; FIXED CONSTRUCTIONS ; FOUNDATIONS ; HYDRAULIC ENGINEERING ; SOIL SHIFTING ; UNDERGROUND OR UNDERWATER STRUCTURES</subject><creationdate>2022</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=20220524&DB=EPODOC&CC=CN&NR=114525795A$$EHTML$$P50$$Gepo$$Hfree_for_read</linktohtml><link.rule.ids>230,308,776,881,25543,76294</link.rule.ids><linktorsrc>$$Uhttps://worldwide.espacenet.com/publicationDetails/biblio?FT=D&date=20220524&DB=EPODOC&CC=CN&NR=114525795A$$EView_record_in_European_Patent_Office$$FView_record_in_$$GEuropean_Patent_Office$$Hfree_for_read</linktorsrc></links><search><creatorcontrib>QIN ZHENCHAO</creatorcontrib><creatorcontrib>ZHANG SHINUAN</creatorcontrib><creatorcontrib>JIANG CHANGXING</creatorcontrib><creatorcontrib>HUANG JING-FENG</creatorcontrib><creatorcontrib>YAN CHAOSONG</creatorcontrib><creatorcontrib>HE CONGYI</creatorcontrib><title>Water conservancy project cofferdam sub-weir and construction method thereof</title><description>The invention provides a hydraulic engineering cofferdam sub-weir and a construction method thereof. The hydraulic engineering cofferdam sub-weir comprises a cofferdam body and a heightened sub-weir, the cofferdam body comprises an earth-rock weir and a concrete panel, and the concrete panel is fixedly arranged on the outer surface of one side of the earth-rock weir; the heightened sub-weir comprises membrane cloth, filling soil, color strip cloth, two sets of canvas bags, capping soil, a plurality of reinforcing steel bars, a plurality of filling sand, a hollow elastic pipe support and hydrogel, the cofferdam sub-weir is structurally optimized by actually measuring water level flow data, and the water level flow data of multiple floods of a water conservancy project and multi-year hydrological observation data of a river channel are actually measured, so that the cofferdam sub-weir is constructed. Related engineering design is optimized to achieve the purpose of saving the manufacturing cost, and meanwhile t</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>2022</creationdate><recordtype>patent</recordtype><sourceid>EVB</sourceid><recordid>eNrjZPAJTyxJLVJIzs8rTi0qS8xLrlQoKMrPSk0uAYqlpaUWpSTmKhSXJumWp2YWKSTmpYCVlhSVJpdk5ucp5KaWZOSnKJRkpBal5qfxMLCmJeYUp_JCaW4GRTfXEGcP3dSC_PjU4oLE5NS81JJ4Zz9DQxNTI1NzS1NHY2LUAADxczaH</recordid><startdate>20220524</startdate><enddate>20220524</enddate><creator>QIN ZHENCHAO</creator><creator>ZHANG SHINUAN</creator><creator>JIANG CHANGXING</creator><creator>HUANG JING-FENG</creator><creator>YAN CHAOSONG</creator><creator>HE CONGYI</creator><scope>EVB</scope></search><sort><creationdate>20220524</creationdate><title>Water conservancy project cofferdam sub-weir and construction method thereof</title><author>QIN ZHENCHAO ; ZHANG SHINUAN ; JIANG CHANGXING ; HUANG JING-FENG ; YAN CHAOSONG ; HE CONGYI</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-epo_espacenet_CN114525795A3</frbrgroupid><rsrctype>patents</rsrctype><prefilter>patents</prefilter><language>chi ; eng</language><creationdate>2022</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>QIN ZHENCHAO</creatorcontrib><creatorcontrib>ZHANG SHINUAN</creatorcontrib><creatorcontrib>JIANG CHANGXING</creatorcontrib><creatorcontrib>HUANG JING-FENG</creatorcontrib><creatorcontrib>YAN CHAOSONG</creatorcontrib><creatorcontrib>HE CONGYI</creatorcontrib><collection>esp@cenet</collection></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext_linktorsrc</fulltext></delivery><addata><au>QIN ZHENCHAO</au><au>ZHANG SHINUAN</au><au>JIANG CHANGXING</au><au>HUANG JING-FENG</au><au>YAN CHAOSONG</au><au>HE CONGYI</au><format>patent</format><genre>patent</genre><ristype>GEN</ristype><title>Water conservancy project cofferdam sub-weir and construction method thereof</title><date>2022-05-24</date><risdate>2022</risdate><abstract>The invention provides a hydraulic engineering cofferdam sub-weir and a construction method thereof. The hydraulic engineering cofferdam sub-weir comprises a cofferdam body and a heightened sub-weir, the cofferdam body comprises an earth-rock weir and a concrete panel, and the concrete panel is fixedly arranged on the outer surface of one side of the earth-rock weir; the heightened sub-weir comprises membrane cloth, filling soil, color strip cloth, two sets of canvas bags, capping soil, a plurality of reinforcing steel bars, a plurality of filling sand, a hollow elastic pipe support and hydrogel, the cofferdam sub-weir is structurally optimized by actually measuring water level flow data, and the water level flow data of multiple floods of a water conservancy project and multi-year hydrological observation data of a river channel are actually measured, so that the cofferdam sub-weir is constructed. Related engineering design is optimized to achieve the purpose of saving the manufacturing cost, and meanwhile t</abstract><oa>free_for_read</oa></addata></record> |
fulltext | fulltext_linktorsrc |
identifier | |
ispartof | |
issn | |
language | chi ; eng |
recordid | cdi_epo_espacenet_CN114525795A |
source | esp@cenet |
subjects | EMBANKMENTS EXCAVATIONS FIXED CONSTRUCTIONS FOUNDATIONS HYDRAULIC ENGINEERING SOIL SHIFTING UNDERGROUND OR UNDERWATER STRUCTURES |
title | Water conservancy project cofferdam sub-weir and construction method thereof |
url | https://sfx.bib-bvb.de/sfx_tum?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2025-01-23T07%3A00%3A25IST&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=QIN%20ZHENCHAO&rft.date=2022-05-24&rft_id=info:doi/&rft_dat=%3Cepo_EVB%3ECN114525795A%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 |