LONG SPAN STRUCTURE AND ITS CONSTRUCTION METHOD
PURPOSE:To properly perform the tension introduction to a chord beam, thereby preferably executing lift-up work, sufficiently ensuring the structural stability of a structure, and also improving the safety of construction. CONSTITUTION:A flat square roof frame 2 is ground-assembled, main pillars 3 a...
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| creator | ADACHI NAOYUKI |
| description | PURPOSE:To properly perform the tension introduction to a chord beam, thereby preferably executing lift-up work, sufficiently ensuring the structural stability of a structure, and also improving the safety of construction. CONSTITUTION:A flat square roof frame 2 is ground-assembled, main pillars 3 are also constructed in its corner part positions, and the roof frame 2 is finally lifted up and supported by the main pillars 3. At this ground assembling work, chord girders 6 are radially assembled from the form center of the roof frame 2 toward the respective corner parts where the main pillars 3 are situated. Chord beams 9 are ground-assembled in triangular roof parts 8 partitioned by the chord girders 6, and the roof finishing work is conducted on the ground to the chord girders 6. A tension is thereafter introduced to chord members 5, 8 of the chord girder 6 and others. Thus, the roof frame 2 is perfectly constructed by the ground assembling work, and in the final stage of the completion, the tension is introduced to the chord members 5, 8. |
| format | Patent |
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CONSTITUTION:A flat square roof frame 2 is ground-assembled, main pillars 3 are also constructed in its corner part positions, and the roof frame 2 is finally lifted up and supported by the main pillars 3. At this ground assembling work, chord girders 6 are radially assembled from the form center of the roof frame 2 toward the respective corner parts where the main pillars 3 are situated. Chord beams 9 are ground-assembled in triangular roof parts 8 partitioned by the chord girders 6, and the roof finishing work is conducted on the ground to the chord girders 6. A tension is thereafter introduced to chord members 5, 8 of the chord girder 6 and others. Thus, the roof frame 2 is perfectly constructed by the ground assembling work, and in the final stage of the completion, the tension is introduced to the chord members 5, 8.</description><edition>5</edition><language>eng</language><subject>BUILDING ; BUILDING IMPLEMENTS OR OTHER BUILDING AIDS, OR THEIRUSE ; BUILDING MATERIALS ; CEILINGS ; FIXED CONSTRUCTIONS ; FLOORS ; FORMS ; GENERAL BUILDING CONSTRUCTIONS ; HANDLING BUILDING MATERIALS ON THE SITE ; INSULATION OR OTHER PROTECTION OF BUILDINGS ; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTINGBUILDINGS ; ROOFS ; SCAFFOLDING ; SHUTTERING ; STRUCTURAL ELEMENTS ; WALLS, e.g. PARTITIONS</subject><creationdate>1994</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=19941220&DB=EPODOC&CC=JP&NR=H06346512A$$EHTML$$P50$$Gepo$$Hfree_for_read</linktohtml><link.rule.ids>230,308,776,881,25542,76290</link.rule.ids><linktorsrc>$$Uhttps://worldwide.espacenet.com/publicationDetails/biblio?FT=D&date=19941220&DB=EPODOC&CC=JP&NR=H06346512A$$EView_record_in_European_Patent_Office$$FView_record_in_$$GEuropean_Patent_Office$$Hfree_for_read</linktorsrc></links><search><creatorcontrib>ADACHI NAOYUKI</creatorcontrib><title>LONG SPAN STRUCTURE AND ITS CONSTRUCTION METHOD</title><description>PURPOSE:To properly perform the tension introduction to a chord beam, thereby preferably executing lift-up work, sufficiently ensuring the structural stability of a structure, and also improving the safety of construction. CONSTITUTION:A flat square roof frame 2 is ground-assembled, main pillars 3 are also constructed in its corner part positions, and the roof frame 2 is finally lifted up and supported by the main pillars 3. At this ground assembling work, chord girders 6 are radially assembled from the form center of the roof frame 2 toward the respective corner parts where the main pillars 3 are situated. Chord beams 9 are ground-assembled in triangular roof parts 8 partitioned by the chord girders 6, and the roof finishing work is conducted on the ground to the chord girders 6. A tension is thereafter introduced to chord members 5, 8 of the chord girder 6 and others. Thus, the roof frame 2 is perfectly constructed by the ground assembling work, and in the final stage of the completion, the tension is introduced to the chord members 5, 8.</description><subject>BUILDING</subject><subject>BUILDING IMPLEMENTS OR OTHER BUILDING AIDS, OR THEIRUSE</subject><subject>BUILDING MATERIALS</subject><subject>CEILINGS</subject><subject>FIXED CONSTRUCTIONS</subject><subject>FLOORS</subject><subject>FORMS</subject><subject>GENERAL BUILDING CONSTRUCTIONS</subject><subject>HANDLING BUILDING MATERIALS ON THE SITE</subject><subject>INSULATION OR OTHER PROTECTION OF BUILDINGS</subject><subject>REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTINGBUILDINGS</subject><subject>ROOFS</subject><subject>SCAFFOLDING</subject><subject>SHUTTERING</subject><subject>STRUCTURAL ELEMENTS</subject><subject>WALLS, e.g. PARTITIONS</subject><fulltext>true</fulltext><rsrctype>patent</rsrctype><creationdate>1994</creationdate><recordtype>patent</recordtype><sourceid>EVB</sourceid><recordid>eNrjZND38fdzVwgOcPRTCA4JCnUOCQ1yVXD0c1HwDAlWcPb3gwh6-vsp-LqGePi78DCwpiXmFKfyQmluBkU31xBnD93Ugvz41OKCxOTUvNSSeK8ADwMzYxMzU0MjR2Ni1AAAJXMmcA</recordid><startdate>19941220</startdate><enddate>19941220</enddate><creator>ADACHI NAOYUKI</creator><scope>EVB</scope></search><sort><creationdate>19941220</creationdate><title>LONG SPAN STRUCTURE AND ITS CONSTRUCTION METHOD</title><author>ADACHI NAOYUKI</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-epo_espacenet_JPH06346512A3</frbrgroupid><rsrctype>patents</rsrctype><prefilter>patents</prefilter><language>eng</language><creationdate>1994</creationdate><topic>BUILDING</topic><topic>BUILDING IMPLEMENTS OR OTHER BUILDING AIDS, OR THEIRUSE</topic><topic>BUILDING MATERIALS</topic><topic>CEILINGS</topic><topic>FIXED CONSTRUCTIONS</topic><topic>FLOORS</topic><topic>FORMS</topic><topic>GENERAL BUILDING CONSTRUCTIONS</topic><topic>HANDLING BUILDING MATERIALS ON THE SITE</topic><topic>INSULATION OR OTHER PROTECTION OF BUILDINGS</topic><topic>REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTINGBUILDINGS</topic><topic>ROOFS</topic><topic>SCAFFOLDING</topic><topic>SHUTTERING</topic><topic>STRUCTURAL ELEMENTS</topic><topic>WALLS, e.g. PARTITIONS</topic><toplevel>online_resources</toplevel><creatorcontrib>ADACHI NAOYUKI</creatorcontrib><collection>esp@cenet</collection></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext_linktorsrc</fulltext></delivery><addata><au>ADACHI NAOYUKI</au><format>patent</format><genre>patent</genre><ristype>GEN</ristype><title>LONG SPAN STRUCTURE AND ITS CONSTRUCTION METHOD</title><date>1994-12-20</date><risdate>1994</risdate><abstract>PURPOSE:To properly perform the tension introduction to a chord beam, thereby preferably executing lift-up work, sufficiently ensuring the structural stability of a structure, and also improving the safety of construction. CONSTITUTION:A flat square roof frame 2 is ground-assembled, main pillars 3 are also constructed in its corner part positions, and the roof frame 2 is finally lifted up and supported by the main pillars 3. At this ground assembling work, chord girders 6 are radially assembled from the form center of the roof frame 2 toward the respective corner parts where the main pillars 3 are situated. Chord beams 9 are ground-assembled in triangular roof parts 8 partitioned by the chord girders 6, and the roof finishing work is conducted on the ground to the chord girders 6. A tension is thereafter introduced to chord members 5, 8 of the chord girder 6 and others. Thus, the roof frame 2 is perfectly constructed by the ground assembling work, and in the final stage of the completion, the tension is introduced to the chord members 5, 8.</abstract><edition>5</edition><oa>free_for_read</oa></addata></record> |
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| subjects | BUILDING BUILDING IMPLEMENTS OR OTHER BUILDING AIDS, OR THEIRUSE BUILDING MATERIALS CEILINGS FIXED CONSTRUCTIONS FLOORS FORMS GENERAL BUILDING CONSTRUCTIONS HANDLING BUILDING MATERIALS ON THE SITE INSULATION OR OTHER PROTECTION OF BUILDINGS REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTINGBUILDINGS ROOFS SCAFFOLDING SHUTTERING STRUCTURAL ELEMENTS WALLS, e.g. PARTITIONS |
| title | LONG SPAN STRUCTURE AND ITS CONSTRUCTION METHOD |
| url | https://sfx.bib-bvb.de/sfx_tum?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2025-02-04T04%3A17%3A20IST&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=ADACHI%20NAOYUKI&rft.date=1994-12-20&rft_id=info:doi/&rft_dat=%3Cepo_EVB%3EJPH06346512A%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 |