METHOD OF INSTALLATION OF SCREWED PILE, METHOD OF PRODUCTION OF GROUP OF PILES, AND GROUP OF PILES

Provided are a rotary pile construction method which can prevent sediment from clogging a rotary pile, when the rotary pile is rotatingly pressed into the ground, and a rotary pile.　A construction method in which a rotary pile 17 provided with a blade 16 is penetrated into the ground 91 is character...

Ausführliche Beschreibung

Gespeichert in:

Bibliographische Detailangaben
Hauptverfasser:	SAWAISHI, Masamichi, SHOJI, Tomoyuki, OKI, Hitoshi, FUKUMURA, Koka
Format:	Patent
Sprache:	eng
Schlagworte:	EMBANKMENTS EXCAVATIONS FIXED CONSTRUCTIONS FOUNDATIONS HYDRAULIC ENGINEERING SOIL SHIFTING UNDERGROUND OR UNDERWATER STRUCTURES
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	SAWAISHI, Masamichi SHOJI, Tomoyuki OKI, Hitoshi FUKUMURA, Koka
description	Provided are a rotary pile construction method which can prevent sediment from clogging a rotary pile, when the rotary pile is rotatingly pressed into the ground, and a rotary pile.　A construction method in which a rotary pile 17 provided with a blade 16 is penetrated into the ground 91 is characterized by including: a measurement step for measuring an vertical load in the rotary pile 17, while the rotary pile 17 is rotatingly pressed into the ground 91; and a determination step for determining whether to clear the clogging of sediment accumulated in the rotary pile 17 on the basis of the measurement result obtained from the measurement step. In addition, the measurement step is characterized by including measuring at least any one among the rotational torque and a penetration amount of the rotary pile 17.
format	Patent
fullrecord	<record><control><sourceid>epo_EVB</sourceid><recordid>TN_cdi_epo_espacenet_SG11202106109XA</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><sourcerecordid>SG11202106109XA</sourcerecordid><originalsourceid>FETCH-epo_espacenet_SG11202106109XA3</originalsourceid><addsrcrecordid>eNrjZEjydQ3x8HdR8HdT8PQLDnH08XEM8fT3A_GDnYNcw11dFAI8fVx1FBDqAoL8XUKdYarcg_xDA8DCQGXBOgqOfi5oYjwMrGmJOcWpvFCam0HFzTXE2UM3tSA_PrW4IDE5NS-1JD7Y3dDQyMDI0MDM0MAywtGYSGUA0Dc0zg</addsrcrecordid><sourcetype>Open Access Repository</sourcetype><iscdi>true</iscdi><recordtype>patent</recordtype></control><display><type>patent</type><title>METHOD OF INSTALLATION OF SCREWED PILE, METHOD OF PRODUCTION OF GROUP OF PILES, AND GROUP OF PILES</title><source>esp@cenet</source><creator>SAWAISHI, Masamichi ; SHOJI, Tomoyuki ; OKI, Hitoshi ; FUKUMURA, Koka</creator><creatorcontrib>SAWAISHI, Masamichi ; SHOJI, Tomoyuki ; OKI, Hitoshi ; FUKUMURA, Koka</creatorcontrib><description>Provided are a rotary pile construction method which can prevent sediment from clogging a rotary pile, when the rotary pile is rotatingly pressed into the ground, and a rotary pile.　A construction method in which a rotary pile 17 provided with a blade 16 is penetrated into the ground 91 is characterized by including: a measurement step for measuring an vertical load in the rotary pile 17, while the rotary pile 17 is rotatingly pressed into the ground 91; and a determination step for determining whether to clear the clogging of sediment accumulated in the rotary pile 17 on the basis of the measurement result obtained from the measurement step. In addition, the measurement step is characterized by including measuring at least any one among the rotational torque and a penetration amount of the rotary pile 17.</description><language>eng</language><subject>EMBANKMENTS ; EXCAVATIONS ; FIXED CONSTRUCTIONS ; FOUNDATIONS ; HYDRAULIC ENGINEERING ; SOIL SHIFTING ; UNDERGROUND OR UNDERWATER STRUCTURES</subject><creationdate>2021</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=20210729&DB=EPODOC&CC=SG&NR=11202106109XA$$EHTML$$P50$$Gepo$$Hfree_for_read</linktohtml><link.rule.ids>230,308,780,885,25564,76547</link.rule.ids><linktorsrc>$$Uhttps://worldwide.espacenet.com/publicationDetails/biblio?FT=D&date=20210729&DB=EPODOC&CC=SG&NR=11202106109XA$$EView_record_in_European_Patent_Office$$FView_record_in_$$GEuropean_Patent_Office$$Hfree_for_read</linktorsrc></links><search><creatorcontrib>SAWAISHI, Masamichi</creatorcontrib><creatorcontrib>SHOJI, Tomoyuki</creatorcontrib><creatorcontrib>OKI, Hitoshi</creatorcontrib><creatorcontrib>FUKUMURA, Koka</creatorcontrib><title>METHOD OF INSTALLATION OF SCREWED PILE, METHOD OF PRODUCTION OF GROUP OF PILES, AND GROUP OF PILES</title><description>Provided are a rotary pile construction method which can prevent sediment from clogging a rotary pile, when the rotary pile is rotatingly pressed into the ground, and a rotary pile.　A construction method in which a rotary pile 17 provided with a blade 16 is penetrated into the ground 91 is characterized by including: a measurement step for measuring an vertical load in the rotary pile 17, while the rotary pile 17 is rotatingly pressed into the ground 91; and a determination step for determining whether to clear the clogging of sediment accumulated in the rotary pile 17 on the basis of the measurement result obtained from the measurement step. In addition, the measurement step is characterized by including measuring at least any one among the rotational torque and a penetration amount of the rotary pile 17.</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>2021</creationdate><recordtype>patent</recordtype><sourceid>EVB</sourceid><recordid>eNrjZEjydQ3x8HdR8HdT8PQLDnH08XEM8fT3A_GDnYNcw11dFAI8fVx1FBDqAoL8XUKdYarcg_xDA8DCQGXBOgqOfi5oYjwMrGmJOcWpvFCam0HFzTXE2UM3tSA_PrW4IDE5NS-1JD7Y3dDQyMDI0MDM0MAywtGYSGUA0Dc0zg</recordid><startdate>20210729</startdate><enddate>20210729</enddate><creator>SAWAISHI, Masamichi</creator><creator>SHOJI, Tomoyuki</creator><creator>OKI, Hitoshi</creator><creator>FUKUMURA, Koka</creator><scope>EVB</scope></search><sort><creationdate>20210729</creationdate><title>METHOD OF INSTALLATION OF SCREWED PILE, METHOD OF PRODUCTION OF GROUP OF PILES, AND GROUP OF PILES</title><author>SAWAISHI, Masamichi ; SHOJI, Tomoyuki ; OKI, Hitoshi ; FUKUMURA, Koka</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-epo_espacenet_SG11202106109XA3</frbrgroupid><rsrctype>patents</rsrctype><prefilter>patents</prefilter><language>eng</language><creationdate>2021</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>SAWAISHI, Masamichi</creatorcontrib><creatorcontrib>SHOJI, Tomoyuki</creatorcontrib><creatorcontrib>OKI, Hitoshi</creatorcontrib><creatorcontrib>FUKUMURA, Koka</creatorcontrib><collection>esp@cenet</collection></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext_linktorsrc</fulltext></delivery><addata><au>SAWAISHI, Masamichi</au><au>SHOJI, Tomoyuki</au><au>OKI, Hitoshi</au><au>FUKUMURA, Koka</au><format>patent</format><genre>patent</genre><ristype>GEN</ristype><title>METHOD OF INSTALLATION OF SCREWED PILE, METHOD OF PRODUCTION OF GROUP OF PILES, AND GROUP OF PILES</title><date>2021-07-29</date><risdate>2021</risdate><abstract>Provided are a rotary pile construction method which can prevent sediment from clogging a rotary pile, when the rotary pile is rotatingly pressed into the ground, and a rotary pile.　A construction method in which a rotary pile 17 provided with a blade 16 is penetrated into the ground 91 is characterized by including: a measurement step for measuring an vertical load in the rotary pile 17, while the rotary pile 17 is rotatingly pressed into the ground 91; and a determination step for determining whether to clear the clogging of sediment accumulated in the rotary pile 17 on the basis of the measurement result obtained from the measurement step. In addition, the measurement step is characterized by including measuring at least any one among the rotational torque and a penetration amount of the rotary pile 17.</abstract><oa>free_for_read</oa></addata></record>
fulltext	fulltext_linktorsrc
identifier
ispartof
issn
language	eng
recordid	cdi_epo_espacenet_SG11202106109XA
source	esp@cenet
subjects	EMBANKMENTS EXCAVATIONS FIXED CONSTRUCTIONS FOUNDATIONS HYDRAULIC ENGINEERING SOIL SHIFTING UNDERGROUND OR UNDERWATER STRUCTURES
title	METHOD OF INSTALLATION OF SCREWED PILE, METHOD OF PRODUCTION OF GROUP OF PILES, AND GROUP OF PILES
url	https://sfx.bib-bvb.de/sfx_tum?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2024-12-26T17%3A49%3A21IST&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=SAWAISHI,%20Masamichi&rft.date=2021-07-29&rft_id=info:doi/&rft_dat=%3Cepo_EVB%3ESG11202106109XA%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