Anti-floating sump template structure

The utility model discloses an anti-floating sump template structure, which belongs to the field of sump templates and comprises a box-shaped pit template, a plurality of template surrounding hoops, a connecting rib, a lower pressing frame and a flow state counterweight. According to the utility mod...

Ausführliche Beschreibung

Gespeichert in:
Bibliographische Detailangaben
Hauptverfasser: HUANG TENGDA, JI RENQIN, CHEN XUDONG, CHEN JIAXU, CHEN JIANG, ZHANG JIPENG, ZHUANG YINPING, LIN DAN, WANG HUI
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 HUANG TENGDA
JI RENQIN
CHEN XUDONG
CHEN JIAXU
CHEN JIANG
ZHANG JIPENG
ZHUANG YINPING
LIN DAN
WANG HUI
description The utility model discloses an anti-floating sump template structure, which belongs to the field of sump templates and comprises a box-shaped pit template, a plurality of template surrounding hoops, a connecting rib, a lower pressing frame and a flow state counterweight. According to the utility model, the quicksand sandbag is matched with the pressing frame to act on the existing box-shaped pit template, and the pressing force is provided for the box-shaped pit template, so that after concrete is poured around and at the bottom of the box-shaped pit template, the phenomenon that the bottom of the box-shaped pit template floats upwards because the bottom of the box-shaped pit template bears buoyancy is avoided. 本实用新型公开了一种抗上浮集水坑模板结构,属于集水坑模板的领域,包括箱形坑模板、若干模板围箍、连接筋、下压架以及流态配重件;本实用新型利用流沙沙袋配合下压架作用于现有的箱形坑模板上,为箱形坑模板提供下压力,使得箱形坑模板在其周围及底部浇筑混凝土后,不会因为底部承受浮力而出现上浮的现象。
format Patent
fullrecord <record><control><sourceid>epo_EVB</sourceid><recordid>TN_cdi_epo_espacenet_CN221461256UU</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><sourcerecordid>CN221461256UU</sourcerecordid><originalsourceid>FETCH-epo_espacenet_CN221461256UU3</originalsourceid><addsrcrecordid>eNrjZFB1zCvJ1E3LyU8sycxLVyguzS1QKEnNLchJLElVKC4pKk0uKS1K5WFgTUvMKU7lhdLcDEpuriHOHrqpBfnxqcUFicmpeakl8c5-RkaGJmaGRqZmoaHGRCkCALghKFk</addsrcrecordid><sourcetype>Open Access Repository</sourcetype><iscdi>true</iscdi><recordtype>patent</recordtype></control><display><type>patent</type><title>Anti-floating sump template structure</title><source>esp@cenet</source><creator>HUANG TENGDA ; JI RENQIN ; CHEN XUDONG ; CHEN JIAXU ; CHEN JIANG ; ZHANG JIPENG ; ZHUANG YINPING ; LIN DAN ; WANG HUI</creator><creatorcontrib>HUANG TENGDA ; JI RENQIN ; CHEN XUDONG ; CHEN JIAXU ; CHEN JIANG ; ZHANG JIPENG ; ZHUANG YINPING ; LIN DAN ; WANG HUI</creatorcontrib><description>The utility model discloses an anti-floating sump template structure, which belongs to the field of sump templates and comprises a box-shaped pit template, a plurality of template surrounding hoops, a connecting rib, a lower pressing frame and a flow state counterweight. According to the utility model, the quicksand sandbag is matched with the pressing frame to act on the existing box-shaped pit template, and the pressing force is provided for the box-shaped pit template, so that after concrete is poured around and at the bottom of the box-shaped pit template, the phenomenon that the bottom of the box-shaped pit template floats upwards because the bottom of the box-shaped pit template bears buoyancy is avoided. 本实用新型公开了一种抗上浮集水坑模板结构,属于集水坑模板的领域,包括箱形坑模板、若干模板围箍、连接筋、下压架以及流态配重件;本实用新型利用流沙沙袋配合下压架作用于现有的箱形坑模板上,为箱形坑模板提供下压力,使得箱形坑模板在其周围及底部浇筑混凝土后,不会因为底部承受浮力而出现上浮的现象。</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&amp;date=20240802&amp;DB=EPODOC&amp;CC=CN&amp;NR=221461256U$$EHTML$$P50$$Gepo$$Hfree_for_read</linktohtml><link.rule.ids>230,308,780,885,25563,76418</link.rule.ids><linktorsrc>$$Uhttps://worldwide.espacenet.com/publicationDetails/biblio?FT=D&amp;date=20240802&amp;DB=EPODOC&amp;CC=CN&amp;NR=221461256U$$EView_record_in_European_Patent_Office$$FView_record_in_$$GEuropean_Patent_Office$$Hfree_for_read</linktorsrc></links><search><creatorcontrib>HUANG TENGDA</creatorcontrib><creatorcontrib>JI RENQIN</creatorcontrib><creatorcontrib>CHEN XUDONG</creatorcontrib><creatorcontrib>CHEN JIAXU</creatorcontrib><creatorcontrib>CHEN JIANG</creatorcontrib><creatorcontrib>ZHANG JIPENG</creatorcontrib><creatorcontrib>ZHUANG YINPING</creatorcontrib><creatorcontrib>LIN DAN</creatorcontrib><creatorcontrib>WANG HUI</creatorcontrib><title>Anti-floating sump template structure</title><description>The utility model discloses an anti-floating sump template structure, which belongs to the field of sump templates and comprises a box-shaped pit template, a plurality of template surrounding hoops, a connecting rib, a lower pressing frame and a flow state counterweight. According to the utility model, the quicksand sandbag is matched with the pressing frame to act on the existing box-shaped pit template, and the pressing force is provided for the box-shaped pit template, so that after concrete is poured around and at the bottom of the box-shaped pit template, the phenomenon that the bottom of the box-shaped pit template floats upwards because the bottom of the box-shaped pit template bears buoyancy is avoided. 本实用新型公开了一种抗上浮集水坑模板结构,属于集水坑模板的领域,包括箱形坑模板、若干模板围箍、连接筋、下压架以及流态配重件;本实用新型利用流沙沙袋配合下压架作用于现有的箱形坑模板上,为箱形坑模板提供下压力,使得箱形坑模板在其周围及底部浇筑混凝土后,不会因为底部承受浮力而出现上浮的现象。</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>eNrjZFB1zCvJ1E3LyU8sycxLVyguzS1QKEnNLchJLElVKC4pKk0uKS1K5WFgTUvMKU7lhdLcDEpuriHOHrqpBfnxqcUFicmpeakl8c5-RkaGJmaGRqZmoaHGRCkCALghKFk</recordid><startdate>20240802</startdate><enddate>20240802</enddate><creator>HUANG TENGDA</creator><creator>JI RENQIN</creator><creator>CHEN XUDONG</creator><creator>CHEN JIAXU</creator><creator>CHEN JIANG</creator><creator>ZHANG JIPENG</creator><creator>ZHUANG YINPING</creator><creator>LIN DAN</creator><creator>WANG HUI</creator><scope>EVB</scope></search><sort><creationdate>20240802</creationdate><title>Anti-floating sump template structure</title><author>HUANG TENGDA ; JI RENQIN ; CHEN XUDONG ; CHEN JIAXU ; CHEN JIANG ; ZHANG JIPENG ; ZHUANG YINPING ; LIN DAN ; WANG HUI</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-epo_espacenet_CN221461256UU3</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>HUANG TENGDA</creatorcontrib><creatorcontrib>JI RENQIN</creatorcontrib><creatorcontrib>CHEN XUDONG</creatorcontrib><creatorcontrib>CHEN JIAXU</creatorcontrib><creatorcontrib>CHEN JIANG</creatorcontrib><creatorcontrib>ZHANG JIPENG</creatorcontrib><creatorcontrib>ZHUANG YINPING</creatorcontrib><creatorcontrib>LIN DAN</creatorcontrib><creatorcontrib>WANG HUI</creatorcontrib><collection>esp@cenet</collection></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext_linktorsrc</fulltext></delivery><addata><au>HUANG TENGDA</au><au>JI RENQIN</au><au>CHEN XUDONG</au><au>CHEN JIAXU</au><au>CHEN JIANG</au><au>ZHANG JIPENG</au><au>ZHUANG YINPING</au><au>LIN DAN</au><au>WANG HUI</au><format>patent</format><genre>patent</genre><ristype>GEN</ristype><title>Anti-floating sump template structure</title><date>2024-08-02</date><risdate>2024</risdate><abstract>The utility model discloses an anti-floating sump template structure, which belongs to the field of sump templates and comprises a box-shaped pit template, a plurality of template surrounding hoops, a connecting rib, a lower pressing frame and a flow state counterweight. According to the utility model, the quicksand sandbag is matched with the pressing frame to act on the existing box-shaped pit template, and the pressing force is provided for the box-shaped pit template, so that after concrete is poured around and at the bottom of the box-shaped pit template, the phenomenon that the bottom of the box-shaped pit template floats upwards because the bottom of the box-shaped pit template bears buoyancy is avoided. 本实用新型公开了一种抗上浮集水坑模板结构,属于集水坑模板的领域,包括箱形坑模板、若干模板围箍、连接筋、下压架以及流态配重件;本实用新型利用流沙沙袋配合下压架作用于现有的箱形坑模板上,为箱形坑模板提供下压力,使得箱形坑模板在其周围及底部浇筑混凝土后,不会因为底部承受浮力而出现上浮的现象。</abstract><oa>free_for_read</oa></addata></record>
fulltext fulltext_linktorsrc
identifier
ispartof
issn
language chi ; eng
recordid cdi_epo_espacenet_CN221461256UU
source esp@cenet
subjects EMBANKMENTS
EXCAVATIONS
FIXED CONSTRUCTIONS
FOUNDATIONS
HYDRAULIC ENGINEERING
SOIL SHIFTING
UNDERGROUND OR UNDERWATER STRUCTURES
title Anti-floating sump template structure
url https://sfx.bib-bvb.de/sfx_tum?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2025-01-08T18%3A29%3A38IST&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=HUANG%20TENGDA&rft.date=2024-08-02&rft_id=info:doi/&rft_dat=%3Cepo_EVB%3ECN221461256UU%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