Core filling tubular pile cement composite foundation pile and construction method
The invention discloses a core filling tubular pile cement composite foundation pile, which comprises a core pile and a cement pile wrappring around the core pile, and is characterized in that the diameter ratio of the core pile to the outer-layer pile is 0.375-0.50, the length ratio thereof is 0.50...
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 | CHENG HAITAO MENG YAN MA FENGSHENG ZHAO XIJIU ZHU FENG BO FADONG MI CHUNRONG SONG YIZHONG SONG LAIYING WANG QINGJUN |
description | The invention discloses a core filling tubular pile cement composite foundation pile, which comprises a core pile and a cement pile wrappring around the core pile, and is characterized in that the diameter ratio of the core pile to the outer-layer pile is 0.375-0.50, the length ratio thereof is 0.50-0.76; the cement pile is a cement pile of a repeated spraying section in a range of 2-6m on the upper part and below the core pile bottom end; expansive concrete with C30-C80 of strength grade is filled into hollows on the upper part of the core pile; the length of the core filling concrete is 6-10 times of the diameter of the core pile. The construction method of the core filling tubular pile cement composite foundation pile is characterized by comprising the following steps: the outer-layer cement pile is constructed by a high-pressure spraying, blending and stirring method; the upper end and the lower end of the core pipe are sealed; the central concentric static force is pressed into the core pile to the desig |
format | Patent |
fullrecord | <record><control><sourceid>epo_EVB</sourceid><recordid>TN_cdi_epo_espacenet_CN101858079A</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><sourcerecordid>CN101858079A</sourcerecordid><originalsourceid>FETCH-epo_espacenet_CN101858079A3</originalsourceid><addsrcrecordid>eNrjZAhyzi9KVUjLzMnJzEtXKClNKs1JLFIoyMxJVUhOzU3NK1FIzs8tyC_OLAGqyi_NS0ksyczPgyhIzEsByuYVlxSVJoNFc1NLMvJTeBhY0xJzilN5oTQ3g6Kba4izh25qQX58anFBYnJqXmpJvLOfoYGhhamFgbmlozExagBV7Dit</addsrcrecordid><sourcetype>Open Access Repository</sourcetype><iscdi>true</iscdi><recordtype>patent</recordtype></control><display><type>patent</type><title>Core filling tubular pile cement composite foundation pile and construction method</title><source>esp@cenet</source><creator>CHENG HAITAO ; MENG YAN ; MA FENGSHENG ; ZHAO XIJIU ; ZHU FENG ; BO FADONG ; MI CHUNRONG ; SONG YIZHONG ; SONG LAIYING ; WANG QINGJUN</creator><creatorcontrib>CHENG HAITAO ; MENG YAN ; MA FENGSHENG ; ZHAO XIJIU ; ZHU FENG ; BO FADONG ; MI CHUNRONG ; SONG YIZHONG ; SONG LAIYING ; WANG QINGJUN</creatorcontrib><description>The invention discloses a core filling tubular pile cement composite foundation pile, which comprises a core pile and a cement pile wrappring around the core pile, and is characterized in that the diameter ratio of the core pile to the outer-layer pile is 0.375-0.50, the length ratio thereof is 0.50-0.76; the cement pile is a cement pile of a repeated spraying section in a range of 2-6m on the upper part and below the core pile bottom end; expansive concrete with C30-C80 of strength grade is filled into hollows on the upper part of the core pile; the length of the core filling concrete is 6-10 times of the diameter of the core pile. The construction method of the core filling tubular pile cement composite foundation pile is characterized by comprising the following steps: the outer-layer cement pile is constructed by a high-pressure spraying, blending and stirring method; the upper end and the lower end of the core pipe are sealed; the central concentric static force is pressed into the core pile to the desig</description><language>chi ; eng</language><subject>EMBANKMENTS ; EXCAVATIONS ; FIXED CONSTRUCTIONS ; FOUNDATIONS ; HYDRAULIC ENGINEERING ; SOIL SHIFTING ; UNDERGROUND OR UNDERWATER STRUCTURES</subject><creationdate>2010</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=20101013&DB=EPODOC&CC=CN&NR=101858079A$$EHTML$$P50$$Gepo$$Hfree_for_read</linktohtml><link.rule.ids>230,308,776,881,25543,76294</link.rule.ids><linktorsrc>$$Uhttps://worldwide.espacenet.com/publicationDetails/biblio?FT=D&date=20101013&DB=EPODOC&CC=CN&NR=101858079A$$EView_record_in_European_Patent_Office$$FView_record_in_$$GEuropean_Patent_Office$$Hfree_for_read</linktorsrc></links><search><creatorcontrib>CHENG HAITAO</creatorcontrib><creatorcontrib>MENG YAN</creatorcontrib><creatorcontrib>MA FENGSHENG</creatorcontrib><creatorcontrib>ZHAO XIJIU</creatorcontrib><creatorcontrib>ZHU FENG</creatorcontrib><creatorcontrib>BO FADONG</creatorcontrib><creatorcontrib>MI CHUNRONG</creatorcontrib><creatorcontrib>SONG YIZHONG</creatorcontrib><creatorcontrib>SONG LAIYING</creatorcontrib><creatorcontrib>WANG QINGJUN</creatorcontrib><title>Core filling tubular pile cement composite foundation pile and construction method</title><description>The invention discloses a core filling tubular pile cement composite foundation pile, which comprises a core pile and a cement pile wrappring around the core pile, and is characterized in that the diameter ratio of the core pile to the outer-layer pile is 0.375-0.50, the length ratio thereof is 0.50-0.76; the cement pile is a cement pile of a repeated spraying section in a range of 2-6m on the upper part and below the core pile bottom end; expansive concrete with C30-C80 of strength grade is filled into hollows on the upper part of the core pile; the length of the core filling concrete is 6-10 times of the diameter of the core pile. The construction method of the core filling tubular pile cement composite foundation pile is characterized by comprising the following steps: the outer-layer cement pile is constructed by a high-pressure spraying, blending and stirring method; the upper end and the lower end of the core pipe are sealed; the central concentric static force is pressed into the core pile to the desig</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>2010</creationdate><recordtype>patent</recordtype><sourceid>EVB</sourceid><recordid>eNrjZAhyzi9KVUjLzMnJzEtXKClNKs1JLFIoyMxJVUhOzU3NK1FIzs8tyC_OLAGqyi_NS0ksyczPgyhIzEsByuYVlxSVJoNFc1NLMvJTeBhY0xJzilN5oTQ3g6Kba4izh25qQX58anFBYnJqXmpJvLOfoYGhhamFgbmlozExagBV7Dit</recordid><startdate>20101013</startdate><enddate>20101013</enddate><creator>CHENG HAITAO</creator><creator>MENG YAN</creator><creator>MA FENGSHENG</creator><creator>ZHAO XIJIU</creator><creator>ZHU FENG</creator><creator>BO FADONG</creator><creator>MI CHUNRONG</creator><creator>SONG YIZHONG</creator><creator>SONG LAIYING</creator><creator>WANG QINGJUN</creator><scope>EVB</scope></search><sort><creationdate>20101013</creationdate><title>Core filling tubular pile cement composite foundation pile and construction method</title><author>CHENG HAITAO ; MENG YAN ; MA FENGSHENG ; ZHAO XIJIU ; ZHU FENG ; BO FADONG ; MI CHUNRONG ; SONG YIZHONG ; SONG LAIYING ; WANG QINGJUN</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-epo_espacenet_CN101858079A3</frbrgroupid><rsrctype>patents</rsrctype><prefilter>patents</prefilter><language>chi ; eng</language><creationdate>2010</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>CHENG HAITAO</creatorcontrib><creatorcontrib>MENG YAN</creatorcontrib><creatorcontrib>MA FENGSHENG</creatorcontrib><creatorcontrib>ZHAO XIJIU</creatorcontrib><creatorcontrib>ZHU FENG</creatorcontrib><creatorcontrib>BO FADONG</creatorcontrib><creatorcontrib>MI CHUNRONG</creatorcontrib><creatorcontrib>SONG YIZHONG</creatorcontrib><creatorcontrib>SONG LAIYING</creatorcontrib><creatorcontrib>WANG QINGJUN</creatorcontrib><collection>esp@cenet</collection></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext_linktorsrc</fulltext></delivery><addata><au>CHENG HAITAO</au><au>MENG YAN</au><au>MA FENGSHENG</au><au>ZHAO XIJIU</au><au>ZHU FENG</au><au>BO FADONG</au><au>MI CHUNRONG</au><au>SONG YIZHONG</au><au>SONG LAIYING</au><au>WANG QINGJUN</au><format>patent</format><genre>patent</genre><ristype>GEN</ristype><title>Core filling tubular pile cement composite foundation pile and construction method</title><date>2010-10-13</date><risdate>2010</risdate><abstract>The invention discloses a core filling tubular pile cement composite foundation pile, which comprises a core pile and a cement pile wrappring around the core pile, and is characterized in that the diameter ratio of the core pile to the outer-layer pile is 0.375-0.50, the length ratio thereof is 0.50-0.76; the cement pile is a cement pile of a repeated spraying section in a range of 2-6m on the upper part and below the core pile bottom end; expansive concrete with C30-C80 of strength grade is filled into hollows on the upper part of the core pile; the length of the core filling concrete is 6-10 times of the diameter of the core pile. The construction method of the core filling tubular pile cement composite foundation pile is characterized by comprising the following steps: the outer-layer cement pile is constructed by a high-pressure spraying, blending and stirring method; the upper end and the lower end of the core pipe are sealed; the central concentric static force is pressed into the core pile to the desig</abstract><oa>free_for_read</oa></addata></record> |
fulltext | fulltext_linktorsrc |
identifier | |
ispartof | |
issn | |
language | chi ; eng |
recordid | cdi_epo_espacenet_CN101858079A |
source | esp@cenet |
subjects | EMBANKMENTS EXCAVATIONS FIXED CONSTRUCTIONS FOUNDATIONS HYDRAULIC ENGINEERING SOIL SHIFTING UNDERGROUND OR UNDERWATER STRUCTURES |
title | Core filling tubular pile cement composite foundation 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=2025-01-21T18%3A49%3A23IST&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=CHENG%20HAITAO&rft.date=2010-10-13&rft_id=info:doi/&rft_dat=%3Cepo_EVB%3ECN101858079A%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 |