MIXED STRUCTURAL BEAM
PROBLEM TO BE SOLVED: To provide a mixed structural beam excellent in execution efficiency and economical efficiency while ensuring regidity, strength, deformed capacity and fire resistance equivalent to a beam having steel framed concrete construction. SOLUTION: A general part 10a occupying the cen...
Gespeichert in:
1. Verfasser: | |
---|---|
Format: | Patent |
Sprache: | 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 | GOKAN SHOKICHI |
description | PROBLEM TO BE SOLVED: To provide a mixed structural beam excellent in execution efficiency and economical efficiency while ensuring regidity, strength, deformed capacity and fire resistance equivalent to a beam having steel framed concrete construction. SOLUTION: A general part 10a occupying the central area of a beam 10 is constructed of prestressed reinforced concrete construction, at the same time, a joint part occupying the end area connected to a column 12 on both sides of the general part 10a is constructed of H-shaped steel materials, it is constituted of the so-called mixed system, and specially, those reinforced concrete construction part and steel framed construction part are monolithically formed. The general part 10a of the beam is so constructed that a beam main bar 14 and a stirrup 16 are buried in a concrete as well as a usual reinforced concrete beam. Specially, PC steel wires 18 are buried into the lower part of a beam depth of the general part 10a by pretension or post tension, and compressive force is introduced to the lower part of the beam depth by the constitution. |
format | Patent |
fullrecord | <record><control><sourceid>epo_EVB</sourceid><recordid>TN_cdi_epo_espacenet_JP2000144905A</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><sourcerecordid>JP2000144905A</sourcerecordid><originalsourceid>FETCH-epo_espacenet_JP2000144905A3</originalsourceid><addsrcrecordid>eNrjZBD19YxwdVEIDgkKdQ4JDXL0UXBydfTlYWBNS8wpTuWF0twMSm6uIc4euqkF-fGpxQWJyal5qSXxXgFGBgYGhiYmlgamjsZEKQIA1OQfRw</addsrcrecordid><sourcetype>Open Access Repository</sourcetype><iscdi>true</iscdi><recordtype>patent</recordtype></control><display><type>patent</type><title>MIXED STRUCTURAL BEAM</title><source>esp@cenet</source><creator>GOKAN SHOKICHI</creator><creatorcontrib>GOKAN SHOKICHI</creatorcontrib><description>PROBLEM TO BE SOLVED: To provide a mixed structural beam excellent in execution efficiency and economical efficiency while ensuring regidity, strength, deformed capacity and fire resistance equivalent to a beam having steel framed concrete construction. SOLUTION: A general part 10a occupying the central area of a beam 10 is constructed of prestressed reinforced concrete construction, at the same time, a joint part occupying the end area connected to a column 12 on both sides of the general part 10a is constructed of H-shaped steel materials, it is constituted of the so-called mixed system, and specially, those reinforced concrete construction part and steel framed construction part are monolithically formed. The general part 10a of the beam is so constructed that a beam main bar 14 and a stirrup 16 are buried in a concrete as well as a usual reinforced concrete beam. Specially, PC steel wires 18 are buried into the lower part of a beam depth of the general part 10a by pretension or post tension, and compressive force is introduced to the lower part of the beam depth by the constitution.</description><edition>7</edition><language>eng</language><subject>BUILDING ; BUILDING MATERIALS ; CEILINGS ; FIXED CONSTRUCTIONS ; FLOORS ; GENERAL BUILDING CONSTRUCTIONS ; INSULATION OR OTHER PROTECTION OF BUILDINGS ; ROOFS ; STRUCTURAL ELEMENTS ; WALLS, e.g. PARTITIONS</subject><creationdate>2000</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=20000526&DB=EPODOC&CC=JP&NR=2000144905A$$EHTML$$P50$$Gepo$$Hfree_for_read</linktohtml><link.rule.ids>230,308,780,885,25564,76547</link.rule.ids><linktorsrc>$$Uhttps://worldwide.espacenet.com/publicationDetails/biblio?FT=D&date=20000526&DB=EPODOC&CC=JP&NR=2000144905A$$EView_record_in_European_Patent_Office$$FView_record_in_$$GEuropean_Patent_Office$$Hfree_for_read</linktorsrc></links><search><creatorcontrib>GOKAN SHOKICHI</creatorcontrib><title>MIXED STRUCTURAL BEAM</title><description>PROBLEM TO BE SOLVED: To provide a mixed structural beam excellent in execution efficiency and economical efficiency while ensuring regidity, strength, deformed capacity and fire resistance equivalent to a beam having steel framed concrete construction. SOLUTION: A general part 10a occupying the central area of a beam 10 is constructed of prestressed reinforced concrete construction, at the same time, a joint part occupying the end area connected to a column 12 on both sides of the general part 10a is constructed of H-shaped steel materials, it is constituted of the so-called mixed system, and specially, those reinforced concrete construction part and steel framed construction part are monolithically formed. The general part 10a of the beam is so constructed that a beam main bar 14 and a stirrup 16 are buried in a concrete as well as a usual reinforced concrete beam. Specially, PC steel wires 18 are buried into the lower part of a beam depth of the general part 10a by pretension or post tension, and compressive force is introduced to the lower part of the beam depth by the constitution.</description><subject>BUILDING</subject><subject>BUILDING MATERIALS</subject><subject>CEILINGS</subject><subject>FIXED CONSTRUCTIONS</subject><subject>FLOORS</subject><subject>GENERAL BUILDING CONSTRUCTIONS</subject><subject>INSULATION OR OTHER PROTECTION OF BUILDINGS</subject><subject>ROOFS</subject><subject>STRUCTURAL ELEMENTS</subject><subject>WALLS, e.g. PARTITIONS</subject><fulltext>true</fulltext><rsrctype>patent</rsrctype><creationdate>2000</creationdate><recordtype>patent</recordtype><sourceid>EVB</sourceid><recordid>eNrjZBD19YxwdVEIDgkKdQ4JDXL0UXBydfTlYWBNS8wpTuWF0twMSm6uIc4euqkF-fGpxQWJyal5qSXxXgFGBgYGhiYmlgamjsZEKQIA1OQfRw</recordid><startdate>20000526</startdate><enddate>20000526</enddate><creator>GOKAN SHOKICHI</creator><scope>EVB</scope></search><sort><creationdate>20000526</creationdate><title>MIXED STRUCTURAL BEAM</title><author>GOKAN SHOKICHI</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-epo_espacenet_JP2000144905A3</frbrgroupid><rsrctype>patents</rsrctype><prefilter>patents</prefilter><language>eng</language><creationdate>2000</creationdate><topic>BUILDING</topic><topic>BUILDING MATERIALS</topic><topic>CEILINGS</topic><topic>FIXED CONSTRUCTIONS</topic><topic>FLOORS</topic><topic>GENERAL BUILDING CONSTRUCTIONS</topic><topic>INSULATION OR OTHER PROTECTION OF BUILDINGS</topic><topic>ROOFS</topic><topic>STRUCTURAL ELEMENTS</topic><topic>WALLS, e.g. PARTITIONS</topic><toplevel>online_resources</toplevel><creatorcontrib>GOKAN SHOKICHI</creatorcontrib><collection>esp@cenet</collection></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext_linktorsrc</fulltext></delivery><addata><au>GOKAN SHOKICHI</au><format>patent</format><genre>patent</genre><ristype>GEN</ristype><title>MIXED STRUCTURAL BEAM</title><date>2000-05-26</date><risdate>2000</risdate><abstract>PROBLEM TO BE SOLVED: To provide a mixed structural beam excellent in execution efficiency and economical efficiency while ensuring regidity, strength, deformed capacity and fire resistance equivalent to a beam having steel framed concrete construction. SOLUTION: A general part 10a occupying the central area of a beam 10 is constructed of prestressed reinforced concrete construction, at the same time, a joint part occupying the end area connected to a column 12 on both sides of the general part 10a is constructed of H-shaped steel materials, it is constituted of the so-called mixed system, and specially, those reinforced concrete construction part and steel framed construction part are monolithically formed. The general part 10a of the beam is so constructed that a beam main bar 14 and a stirrup 16 are buried in a concrete as well as a usual reinforced concrete beam. Specially, PC steel wires 18 are buried into the lower part of a beam depth of the general part 10a by pretension or post tension, and compressive force is introduced to the lower part of the beam depth by the constitution.</abstract><edition>7</edition><oa>free_for_read</oa></addata></record> |
fulltext | fulltext_linktorsrc |
identifier | |
ispartof | |
issn | |
language | eng |
recordid | cdi_epo_espacenet_JP2000144905A |
source | esp@cenet |
subjects | BUILDING BUILDING MATERIALS CEILINGS FIXED CONSTRUCTIONS FLOORS GENERAL BUILDING CONSTRUCTIONS INSULATION OR OTHER PROTECTION OF BUILDINGS ROOFS STRUCTURAL ELEMENTS WALLS, e.g. PARTITIONS |
title | MIXED STRUCTURAL BEAM |
url | https://sfx.bib-bvb.de/sfx_tum?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2024-12-19T17%3A46%3A26IST&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=GOKAN%20SHOKICHI&rft.date=2000-05-26&rft_id=info:doi/&rft_dat=%3Cepo_EVB%3EJP2000144905A%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 |