Engineering pile with precast pile as supporting stand column and stand column pile and construction method
The invention discloses an engineering pile with a precast pile as a supporting stand column and a stand column pile and a construction method. The engineering pile comprises a temporary part which is located above a structural bottom plate during construction and needs to be cut off in the construc...
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 | XU ZHUANGTAO JIANG HONGMING |
| description | The invention discloses an engineering pile with a precast pile as a supporting stand column and a stand column pile and a construction method. The engineering pile comprises a temporary part which is located above a structural bottom plate during construction and needs to be cut off in the construction process, and a permanent part which is connected with the structural bottom plate and located below the structural bottom plate. Carbon fiber cloth is laid on the outer side wall, close to the joint of the temporary part, of the permanent part; the structural bottom plate is divided into an upper part and a lower part along the boundary of the temporary part and the permanent part; a support used for bearing loads in the horizontal direction is arranged at the upper end of the temporary part. During construction, precast piles are driven in first, then a support is arranged at the upper end of the temporary part, and then a foundation pit is excavated; after the pre-pouring structure for connecting the structu |
| format | Patent |
| fullrecord | <record><control><sourceid>epo_EVB</sourceid><recordid>TN_cdi_epo_espacenet_CN118007632A</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><sourcerecordid>CN118007632A</sourcerecordid><originalsourceid>FETCH-epo_espacenet_CN118007632A3</originalsourceid><addsrcrecordid>eNqNi7EKwkAQRK-xEPUf1g8QEgNqKyFiZWUfjsuaHF72lts9_H2JsbGzmpnHm6V5NtR7QkyeemAfEF5eB-CEzorOxApIZo5JJ0nUUgcuhjwSTPUHzIfPJtGUnfpIMKIOsVubxcMGwc03V2Z7ae71dYccWxS2Dgm1rW9leSqK46Han6t_nDcPBkHS</addsrcrecordid><sourcetype>Open Access Repository</sourcetype><iscdi>true</iscdi><recordtype>patent</recordtype></control><display><type>patent</type><title>Engineering pile with precast pile as supporting stand column and stand column pile and construction method</title><source>esp@cenet</source><creator>XU ZHUANGTAO ; JIANG HONGMING</creator><creatorcontrib>XU ZHUANGTAO ; JIANG HONGMING</creatorcontrib><description>The invention discloses an engineering pile with a precast pile as a supporting stand column and a stand column pile and a construction method. The engineering pile comprises a temporary part which is located above a structural bottom plate during construction and needs to be cut off in the construction process, and a permanent part which is connected with the structural bottom plate and located below the structural bottom plate. Carbon fiber cloth is laid on the outer side wall, close to the joint of the temporary part, of the permanent part; the structural bottom plate is divided into an upper part and a lower part along the boundary of the temporary part and the permanent part; a support used for bearing loads in the horizontal direction is arranged at the upper end of the temporary part. During construction, precast piles are driven in first, then a support is arranged at the upper end of the temporary part, and then a foundation pit is excavated; after the pre-pouring structure for connecting the structu</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=20240510&DB=EPODOC&CC=CN&NR=118007632A$$EHTML$$P50$$Gepo$$Hfree_for_read</linktohtml><link.rule.ids>230,308,776,881,25542,76289</link.rule.ids><linktorsrc>$$Uhttps://worldwide.espacenet.com/publicationDetails/biblio?FT=D&date=20240510&DB=EPODOC&CC=CN&NR=118007632A$$EView_record_in_European_Patent_Office$$FView_record_in_$$GEuropean_Patent_Office$$Hfree_for_read</linktorsrc></links><search><creatorcontrib>XU ZHUANGTAO</creatorcontrib><creatorcontrib>JIANG HONGMING</creatorcontrib><title>Engineering pile with precast pile as supporting stand column and stand column pile and construction method</title><description>The invention discloses an engineering pile with a precast pile as a supporting stand column and a stand column pile and a construction method. The engineering pile comprises a temporary part which is located above a structural bottom plate during construction and needs to be cut off in the construction process, and a permanent part which is connected with the structural bottom plate and located below the structural bottom plate. Carbon fiber cloth is laid on the outer side wall, close to the joint of the temporary part, of the permanent part; the structural bottom plate is divided into an upper part and a lower part along the boundary of the temporary part and the permanent part; a support used for bearing loads in the horizontal direction is arranged at the upper end of the temporary part. During construction, precast piles are driven in first, then a support is arranged at the upper end of the temporary part, and then a foundation pit is excavated; after the pre-pouring structure for connecting the structu</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>eNqNi7EKwkAQRK-xEPUf1g8QEgNqKyFiZWUfjsuaHF72lts9_H2JsbGzmpnHm6V5NtR7QkyeemAfEF5eB-CEzorOxApIZo5JJ0nUUgcuhjwSTPUHzIfPJtGUnfpIMKIOsVubxcMGwc03V2Z7ae71dYccWxS2Dgm1rW9leSqK46Han6t_nDcPBkHS</recordid><startdate>20240510</startdate><enddate>20240510</enddate><creator>XU ZHUANGTAO</creator><creator>JIANG HONGMING</creator><scope>EVB</scope></search><sort><creationdate>20240510</creationdate><title>Engineering pile with precast pile as supporting stand column and stand column pile and construction method</title><author>XU ZHUANGTAO ; JIANG HONGMING</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-epo_espacenet_CN118007632A3</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>XU ZHUANGTAO</creatorcontrib><creatorcontrib>JIANG HONGMING</creatorcontrib><collection>esp@cenet</collection></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext_linktorsrc</fulltext></delivery><addata><au>XU ZHUANGTAO</au><au>JIANG HONGMING</au><format>patent</format><genre>patent</genre><ristype>GEN</ristype><title>Engineering pile with precast pile as supporting stand column and stand column pile and construction method</title><date>2024-05-10</date><risdate>2024</risdate><abstract>The invention discloses an engineering pile with a precast pile as a supporting stand column and a stand column pile and a construction method. The engineering pile comprises a temporary part which is located above a structural bottom plate during construction and needs to be cut off in the construction process, and a permanent part which is connected with the structural bottom plate and located below the structural bottom plate. Carbon fiber cloth is laid on the outer side wall, close to the joint of the temporary part, of the permanent part; the structural bottom plate is divided into an upper part and a lower part along the boundary of the temporary part and the permanent part; a support used for bearing loads in the horizontal direction is arranged at the upper end of the temporary part. During construction, precast piles are driven in first, then a support is arranged at the upper end of the temporary part, and then a foundation pit is excavated; after the pre-pouring structure for connecting the structu</abstract><oa>free_for_read</oa></addata></record> |
| fulltext | fulltext_linktorsrc |
| identifier | |
| ispartof | |
| issn | |
| language | chi ; eng |
| recordid | cdi_epo_espacenet_CN118007632A |
| source | esp@cenet |
| subjects | EMBANKMENTS EXCAVATIONS FIXED CONSTRUCTIONS FOUNDATIONS HYDRAULIC ENGINEERING SOIL SHIFTING UNDERGROUND OR UNDERWATER STRUCTURES |
| title | Engineering pile with precast pile as supporting stand column and stand column pile and construction method |
| url | https://sfx.bib-bvb.de/sfx_tum?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2025-02-08T21%3A20%3A09IST&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=XU%20ZHUANGTAO&rft.date=2024-05-10&rft_id=info:doi/&rft_dat=%3Cepo_EVB%3ECN118007632A%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 |