CONSTRUCTION OF MAIN STRUCTURAL COLUMN
PURPOSE:To easily form a steel tubular concrete column having high stability by a method in which a steel tube having a collar on its bottom is set in a deep hole, concrete is packed into the steel tube, the steel tube is embedded, and beams are set to the exposed steel tube while excavating the gro...
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| creator | SAITO YUTAKA NAKAMURA KOICHI ORITO YOSHIHIRO SATO TAKANORI |
| description | PURPOSE:To easily form a steel tubular concrete column having high stability by a method in which a steel tube having a collar on its bottom is set in a deep hole, concrete is packed into the steel tube, the steel tube is embedded, and beams are set to the exposed steel tube while excavating the ground. CONSTITUTION:A steel tube 4 having a collar 6 on its bottom is set a given distance apart from the bottom of a deep hole 7 into the hole 7 in the ground G. Concrete 5 is packed through a tremie tube 9 into the tube 4 to form a concrete base 1 on the lower part of the hole 7, and the hole 7 is backfilled with soil. While excavating the ground G, a beam 3 is set on a given place of the exposed column 2 in the ground G. The column 2 buried in the base 1 can thus be easily formed and the stability against horizontal moment of the column 2 can also be raised because the collar 6 is fixed with concrete 5. |
| format | Patent |
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CONSTITUTION:A steel tube 4 having a collar 6 on its bottom is set a given distance apart from the bottom of a deep hole 7 into the hole 7 in the ground G. Concrete 5 is packed through a tremie tube 9 into the tube 4 to form a concrete base 1 on the lower part of the hole 7, and the hole 7 is backfilled with soil. While excavating the ground G, a beam 3 is set on a given place of the exposed column 2 in the ground G. The column 2 buried in the base 1 can thus be easily formed and the stability against horizontal moment of the column 2 can also be raised because the collar 6 is fixed with concrete 5.</description><language>eng</language><subject>BUILDING ; CEILINGS ; EARTH DRILLING ; EMBANKMENTS ; EXCAVATIONS ; FIXED CONSTRUCTIONS ; FLOORS ; FOUNDATIONS ; GALLERIES ; GENERAL BUILDING CONSTRUCTIONS ; HYDRAULIC ENGINEERING ; INSULATION OR OTHER PROTECTION OF BUILDINGS ; LARGE UNDERGROUND CHAMBERS ; MINING ; ROOFS ; SHAFTS ; SOIL SHIFTING ; TUNNELS ; UNDERGROUND OR UNDERWATER STRUCTURES ; WALLS, e.g. PARTITIONS</subject><creationdate>1989</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=19891005&DB=EPODOC&CC=JP&NR=H01250541A$$EHTML$$P50$$Gepo$$Hfree_for_read</linktohtml><link.rule.ids>230,308,776,881,25542,76289</link.rule.ids><linktorsrc>$$Uhttps://worldwide.espacenet.com/publicationDetails/biblio?FT=D&date=19891005&DB=EPODOC&CC=JP&NR=H01250541A$$EView_record_in_European_Patent_Office$$FView_record_in_$$GEuropean_Patent_Office$$Hfree_for_read</linktorsrc></links><search><creatorcontrib>SAITO YUTAKA</creatorcontrib><creatorcontrib>NAKAMURA KOICHI</creatorcontrib><creatorcontrib>ORITO YOSHIHIRO</creatorcontrib><creatorcontrib>SATO TAKANORI</creatorcontrib><title>CONSTRUCTION OF MAIN STRUCTURAL COLUMN</title><description>PURPOSE:To easily form a steel tubular concrete column having high stability by a method in which a steel tube having a collar on its bottom is set in a deep hole, concrete is packed into the steel tube, the steel tube is embedded, and beams are set to the exposed steel tube while excavating the ground. CONSTITUTION:A steel tube 4 having a collar 6 on its bottom is set a given distance apart from the bottom of a deep hole 7 into the hole 7 in the ground G. Concrete 5 is packed through a tremie tube 9 into the tube 4 to form a concrete base 1 on the lower part of the hole 7, and the hole 7 is backfilled with soil. While excavating the ground G, a beam 3 is set on a given place of the exposed column 2 in the ground G. The column 2 buried in the base 1 can thus be easily formed and the stability against horizontal moment of the column 2 can also be raised because the collar 6 is fixed with concrete 5.</description><subject>BUILDING</subject><subject>CEILINGS</subject><subject>EARTH DRILLING</subject><subject>EMBANKMENTS</subject><subject>EXCAVATIONS</subject><subject>FIXED CONSTRUCTIONS</subject><subject>FLOORS</subject><subject>FOUNDATIONS</subject><subject>GALLERIES</subject><subject>GENERAL BUILDING CONSTRUCTIONS</subject><subject>HYDRAULIC ENGINEERING</subject><subject>INSULATION OR OTHER PROTECTION OF BUILDINGS</subject><subject>LARGE UNDERGROUND CHAMBERS</subject><subject>MINING</subject><subject>ROOFS</subject><subject>SHAFTS</subject><subject>SOIL SHIFTING</subject><subject>TUNNELS</subject><subject>UNDERGROUND OR UNDERWATER STRUCTURES</subject><subject>WALLS, e.g. PARTITIONS</subject><fulltext>true</fulltext><rsrctype>patent</rsrctype><creationdate>1989</creationdate><recordtype>patent</recordtype><sourceid>EVB</sourceid><recordid>eNrjZFBz9vcLDgkKdQ7x9PdT8HdT8HX09FOAiIQGOfooOPv7hPr68TCwpiXmFKfyQmluBkU31xBnD93Ugvz41OKCxOTUvNSSeK8ADwNDI1MDUxNDR2Ni1AAA6YIj_w</recordid><startdate>19891005</startdate><enddate>19891005</enddate><creator>SAITO YUTAKA</creator><creator>NAKAMURA KOICHI</creator><creator>ORITO YOSHIHIRO</creator><creator>SATO TAKANORI</creator><scope>EVB</scope></search><sort><creationdate>19891005</creationdate><title>CONSTRUCTION OF MAIN STRUCTURAL COLUMN</title><author>SAITO YUTAKA ; NAKAMURA KOICHI ; ORITO YOSHIHIRO ; SATO TAKANORI</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-epo_espacenet_JPH01250541A3</frbrgroupid><rsrctype>patents</rsrctype><prefilter>patents</prefilter><language>eng</language><creationdate>1989</creationdate><topic>BUILDING</topic><topic>CEILINGS</topic><topic>EARTH DRILLING</topic><topic>EMBANKMENTS</topic><topic>EXCAVATIONS</topic><topic>FIXED CONSTRUCTIONS</topic><topic>FLOORS</topic><topic>FOUNDATIONS</topic><topic>GALLERIES</topic><topic>GENERAL BUILDING CONSTRUCTIONS</topic><topic>HYDRAULIC ENGINEERING</topic><topic>INSULATION OR OTHER PROTECTION OF BUILDINGS</topic><topic>LARGE UNDERGROUND CHAMBERS</topic><topic>MINING</topic><topic>ROOFS</topic><topic>SHAFTS</topic><topic>SOIL SHIFTING</topic><topic>TUNNELS</topic><topic>UNDERGROUND OR UNDERWATER STRUCTURES</topic><topic>WALLS, e.g. PARTITIONS</topic><toplevel>online_resources</toplevel><creatorcontrib>SAITO YUTAKA</creatorcontrib><creatorcontrib>NAKAMURA KOICHI</creatorcontrib><creatorcontrib>ORITO YOSHIHIRO</creatorcontrib><creatorcontrib>SATO TAKANORI</creatorcontrib><collection>esp@cenet</collection></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext_linktorsrc</fulltext></delivery><addata><au>SAITO YUTAKA</au><au>NAKAMURA KOICHI</au><au>ORITO YOSHIHIRO</au><au>SATO TAKANORI</au><format>patent</format><genre>patent</genre><ristype>GEN</ristype><title>CONSTRUCTION OF MAIN STRUCTURAL COLUMN</title><date>1989-10-05</date><risdate>1989</risdate><abstract>PURPOSE:To easily form a steel tubular concrete column having high stability by a method in which a steel tube having a collar on its bottom is set in a deep hole, concrete is packed into the steel tube, the steel tube is embedded, and beams are set to the exposed steel tube while excavating the ground. CONSTITUTION:A steel tube 4 having a collar 6 on its bottom is set a given distance apart from the bottom of a deep hole 7 into the hole 7 in the ground G. Concrete 5 is packed through a tremie tube 9 into the tube 4 to form a concrete base 1 on the lower part of the hole 7, and the hole 7 is backfilled with soil. While excavating the ground G, a beam 3 is set on a given place of the exposed column 2 in the ground G. The column 2 buried in the base 1 can thus be easily formed and the stability against horizontal moment of the column 2 can also be raised because the collar 6 is fixed with concrete 5.</abstract><oa>free_for_read</oa></addata></record> |
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| language | eng |
| recordid | cdi_epo_espacenet_JPH01250541A |
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| subjects | BUILDING CEILINGS EARTH DRILLING EMBANKMENTS EXCAVATIONS FIXED CONSTRUCTIONS FLOORS FOUNDATIONS GALLERIES GENERAL BUILDING CONSTRUCTIONS HYDRAULIC ENGINEERING INSULATION OR OTHER PROTECTION OF BUILDINGS LARGE UNDERGROUND CHAMBERS MINING ROOFS SHAFTS SOIL SHIFTING TUNNELS UNDERGROUND OR UNDERWATER STRUCTURES WALLS, e.g. PARTITIONS |
| title | CONSTRUCTION OF MAIN STRUCTURAL COLUMN |
| url | https://sfx.bib-bvb.de/sfx_tum?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2025-02-10T06%3A02%3A39IST&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=SAITO%20YUTAKA&rft.date=1989-10-05&rft_id=info:doi/&rft_dat=%3Cepo_EVB%3EJPH01250541A%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 |