CORE COLUMN MADE OF PRECAST CONCRETE
PURPOSE:To obtain large compression resistance and compression flexibility of a core column and to improve the adhesiveness and the unitivity of concrete by filling concrete in a cylinder formed with a steel wire wound spirally close to each other to solidify. CONSTITUTION:A core column A made of pr...
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creator | TSUBOSAKI HIROYUKI MURATA YOSHIYUKI TSUSAI HIROYUKI |
description | PURPOSE:To obtain large compression resistance and compression flexibility of a core column and to improve the adhesiveness and the unitivity of concrete by filling concrete in a cylinder formed with a steel wire wound spirally close to each other to solidify. CONSTITUTION:A core column A made of precast concrete is constructed by filling concrete 3 in a cylinder body 2 formed with a spiral steel wire 1 wound in close contact to each other to solidify. Thereby large compression resistance and compression flexibility of the core column A can be obtained because of a restriction action in the three axial compression state due to the spiraled steel wire 1 and a compression bearing action due to the close winding of the spiraled wire 1. |
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CONSTITUTION:A core column A made of precast concrete is constructed by filling concrete 3 in a cylinder body 2 formed with a spiral steel wire 1 wound in close contact to each other to solidify. Thereby large compression resistance and compression flexibility of the core column A can be obtained because of a restriction action in the three axial compression state due to the spiraled steel wire 1 and a compression bearing action due to the close winding of the spiraled wire 1.</description><language>eng</language><subject>BUILDING ; BUILDING MATERIALS ; FIXED CONSTRUCTIONS ; STRUCTURAL ELEMENTS</subject><creationdate>1991</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=19910405&DB=EPODOC&CC=JP&NR=H0381442A$$EHTML$$P50$$Gepo$$Hfree_for_read</linktohtml><link.rule.ids>230,308,780,885,25564,76547</link.rule.ids><linktorsrc>$$Uhttps://worldwide.espacenet.com/publicationDetails/biblio?FT=D&date=19910405&DB=EPODOC&CC=JP&NR=H0381442A$$EView_record_in_European_Patent_Office$$FView_record_in_$$GEuropean_Patent_Office$$Hfree_for_read</linktorsrc></links><search><creatorcontrib>TSUBOSAKI HIROYUKI</creatorcontrib><creatorcontrib>MURATA YOSHIYUKI</creatorcontrib><creatorcontrib>TSUSAI HIROYUKI</creatorcontrib><title>CORE COLUMN MADE OF PRECAST CONCRETE</title><description>PURPOSE:To obtain large compression resistance and compression flexibility of a core column and to improve the adhesiveness and the unitivity of concrete by filling concrete in a cylinder formed with a steel wire wound spirally close to each other to solidify. CONSTITUTION:A core column A made of precast concrete is constructed by filling concrete 3 in a cylinder body 2 formed with a spiral steel wire 1 wound in close contact to each other to solidify. Thereby large compression resistance and compression flexibility of the core column A can be obtained because of a restriction action in the three axial compression state due to the spiraled steel wire 1 and a compression bearing action due to the close winding of the spiraled wire 1.</description><subject>BUILDING</subject><subject>BUILDING MATERIALS</subject><subject>FIXED CONSTRUCTIONS</subject><subject>STRUCTURAL ELEMENTS</subject><fulltext>true</fulltext><rsrctype>patent</rsrctype><creationdate>1991</creationdate><recordtype>patent</recordtype><sourceid>EVB</sourceid><recordid>eNrjZFBx9g9yVXD29wn19VPwdXRxVfB3UwgIcnV2DA4BCvs5B7mGuPIwsKYl5hSn8kJpbgYFN9cQZw_d1IL8-NTigsTk1LzUknivAA8DYwtDExMjR2MilAAAIAUifw</recordid><startdate>19910405</startdate><enddate>19910405</enddate><creator>TSUBOSAKI HIROYUKI</creator><creator>MURATA YOSHIYUKI</creator><creator>TSUSAI HIROYUKI</creator><scope>EVB</scope></search><sort><creationdate>19910405</creationdate><title>CORE COLUMN MADE OF PRECAST CONCRETE</title><author>TSUBOSAKI HIROYUKI ; MURATA YOSHIYUKI ; TSUSAI HIROYUKI</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-epo_espacenet_JPH0381442A3</frbrgroupid><rsrctype>patents</rsrctype><prefilter>patents</prefilter><language>eng</language><creationdate>1991</creationdate><topic>BUILDING</topic><topic>BUILDING MATERIALS</topic><topic>FIXED CONSTRUCTIONS</topic><topic>STRUCTURAL ELEMENTS</topic><toplevel>online_resources</toplevel><creatorcontrib>TSUBOSAKI HIROYUKI</creatorcontrib><creatorcontrib>MURATA YOSHIYUKI</creatorcontrib><creatorcontrib>TSUSAI HIROYUKI</creatorcontrib><collection>esp@cenet</collection></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext_linktorsrc</fulltext></delivery><addata><au>TSUBOSAKI HIROYUKI</au><au>MURATA YOSHIYUKI</au><au>TSUSAI HIROYUKI</au><format>patent</format><genre>patent</genre><ristype>GEN</ristype><title>CORE COLUMN MADE OF PRECAST CONCRETE</title><date>1991-04-05</date><risdate>1991</risdate><abstract>PURPOSE:To obtain large compression resistance and compression flexibility of a core column and to improve the adhesiveness and the unitivity of concrete by filling concrete in a cylinder formed with a steel wire wound spirally close to each other to solidify. CONSTITUTION:A core column A made of precast concrete is constructed by filling concrete 3 in a cylinder body 2 formed with a spiral steel wire 1 wound in close contact to each other to solidify. Thereby large compression resistance and compression flexibility of the core column A can be obtained because of a restriction action in the three axial compression state due to the spiraled steel wire 1 and a compression bearing action due to the close winding of the spiraled wire 1.</abstract><oa>free_for_read</oa></addata></record> |
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subjects | BUILDING BUILDING MATERIALS FIXED CONSTRUCTIONS STRUCTURAL ELEMENTS |
title | CORE COLUMN MADE OF PRECAST CONCRETE |
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