JOINING METHOD OF WOODY PANEL
PROBLEM TO BE SOLVED: To provide a joining method for a new woody panel on the precondition that a factory-produced panel is used while the case when sufficient joint strength is required between the panels in case of an earthquake and wind load such as the multistoried building of an office or the...
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| creator | KOZUKA YUICHI KUZUHARA ATSUSHI OKA HIDEO AKAMATSU HIDEKI TAKAHASHI HIROSHI KUSUNOKI TOSHIHIRO OHASHI HIROKAZU YASHIMA KANJI TSURUMAKI HITOSHI |
| description | PROBLEM TO BE SOLVED: To provide a joining method for a new woody panel on the precondition that a factory-produced panel is used while the case when sufficient joint strength is required between the panels in case of an earthquake and wind load such as the multistoried building of an office or the like is employed as an object. SOLUTION: A shear transmission steel plate 1 is annexed onto the joint surfaces of the main frames 7 of woody panels 6 joined with the opposite side by bolts, and a proper number of shear keys 4 inserted into the shear-key receiving holes 5 of the opposite side are disposed to the external surface of the shear transmission steel plate 1. A proper number of the shear-key receiving holes 5, into which the shear keys 4 on the opposite side are inserted, are arranged, and shear-key connection is executed with bolted connection. |
| format | Patent |
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SOLUTION: A shear transmission steel plate 1 is annexed onto the joint surfaces of the main frames 7 of woody panels 6 joined with the opposite side by bolts, and a proper number of shear keys 4 inserted into the shear-key receiving holes 5 of the opposite side are disposed to the external surface of the shear transmission steel plate 1. A proper number of the shear-key receiving holes 5, into which the shear keys 4 on the opposite side are inserted, are arranged, and shear-key connection is executed with bolted connection.</description><edition>7</edition><language>eng</language><subject>BUILDING ; CEILINGS ; FIXED CONSTRUCTIONS ; FLOORS ; GENERAL BUILDING CONSTRUCTIONS ; INSULATION OR OTHER PROTECTION OF BUILDINGS ; ROOFS ; 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=2000144935A$$EHTML$$P50$$Gepo$$Hfree_for_read</linktohtml><link.rule.ids>230,308,777,882,25545,76296</link.rule.ids><linktorsrc>$$Uhttps://worldwide.espacenet.com/publicationDetails/biblio?FT=D&date=20000526&DB=EPODOC&CC=JP&NR=2000144935A$$EView_record_in_European_Patent_Office$$FView_record_in_$$GEuropean_Patent_Office$$Hfree_for_read</linktorsrc></links><search><creatorcontrib>KOZUKA YUICHI</creatorcontrib><creatorcontrib>KUZUHARA ATSUSHI</creatorcontrib><creatorcontrib>OKA HIDEO</creatorcontrib><creatorcontrib>AKAMATSU HIDEKI</creatorcontrib><creatorcontrib>TAKAHASHI HIROSHI</creatorcontrib><creatorcontrib>KUSUNOKI TOSHIHIRO</creatorcontrib><creatorcontrib>OHASHI HIROKAZU</creatorcontrib><creatorcontrib>YASHIMA KANJI</creatorcontrib><creatorcontrib>TSURUMAKI HITOSHI</creatorcontrib><title>JOINING METHOD OF WOODY PANEL</title><description>PROBLEM TO BE SOLVED: To provide a joining method for a new woody panel on the precondition that a factory-produced panel is used while the case when sufficient joint strength is required between the panels in case of an earthquake and wind load such as the multistoried building of an office or the like is employed as an object. SOLUTION: A shear transmission steel plate 1 is annexed onto the joint surfaces of the main frames 7 of woody panels 6 joined with the opposite side by bolts, and a proper number of shear keys 4 inserted into the shear-key receiving holes 5 of the opposite side are disposed to the external surface of the shear transmission steel plate 1. A proper number of the shear-key receiving holes 5, into which the shear keys 4 on the opposite side are inserted, are arranged, and shear-key connection is executed with bolted connection.</description><subject>BUILDING</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>WALLS, e.g. PARTITIONS</subject><fulltext>true</fulltext><rsrctype>patent</rsrctype><creationdate>2000</creationdate><recordtype>patent</recordtype><sourceid>EVB</sourceid><recordid>eNrjZJD18vf08_RzV_B1DfHwd1Hwd1MI9_d3iVQIcPRz9eFhYE1LzClO5YXS3AxKbq4hzh66qQX58anFBYnJqXmpJfFeAUYGBgaGJiaWxqaOxkQpAgDDryFW</recordid><startdate>20000526</startdate><enddate>20000526</enddate><creator>KOZUKA YUICHI</creator><creator>KUZUHARA ATSUSHI</creator><creator>OKA HIDEO</creator><creator>AKAMATSU HIDEKI</creator><creator>TAKAHASHI HIROSHI</creator><creator>KUSUNOKI TOSHIHIRO</creator><creator>OHASHI HIROKAZU</creator><creator>YASHIMA KANJI</creator><creator>TSURUMAKI HITOSHI</creator><scope>EVB</scope></search><sort><creationdate>20000526</creationdate><title>JOINING METHOD OF WOODY PANEL</title><author>KOZUKA YUICHI ; KUZUHARA ATSUSHI ; OKA HIDEO ; AKAMATSU HIDEKI ; TAKAHASHI HIROSHI ; KUSUNOKI TOSHIHIRO ; OHASHI HIROKAZU ; YASHIMA KANJI ; TSURUMAKI HITOSHI</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-epo_espacenet_JP2000144935A3</frbrgroupid><rsrctype>patents</rsrctype><prefilter>patents</prefilter><language>eng</language><creationdate>2000</creationdate><topic>BUILDING</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>WALLS, e.g. PARTITIONS</topic><toplevel>online_resources</toplevel><creatorcontrib>KOZUKA YUICHI</creatorcontrib><creatorcontrib>KUZUHARA ATSUSHI</creatorcontrib><creatorcontrib>OKA HIDEO</creatorcontrib><creatorcontrib>AKAMATSU HIDEKI</creatorcontrib><creatorcontrib>TAKAHASHI HIROSHI</creatorcontrib><creatorcontrib>KUSUNOKI TOSHIHIRO</creatorcontrib><creatorcontrib>OHASHI HIROKAZU</creatorcontrib><creatorcontrib>YASHIMA KANJI</creatorcontrib><creatorcontrib>TSURUMAKI HITOSHI</creatorcontrib><collection>esp@cenet</collection></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext_linktorsrc</fulltext></delivery><addata><au>KOZUKA YUICHI</au><au>KUZUHARA ATSUSHI</au><au>OKA HIDEO</au><au>AKAMATSU HIDEKI</au><au>TAKAHASHI HIROSHI</au><au>KUSUNOKI TOSHIHIRO</au><au>OHASHI HIROKAZU</au><au>YASHIMA KANJI</au><au>TSURUMAKI HITOSHI</au><format>patent</format><genre>patent</genre><ristype>GEN</ristype><title>JOINING METHOD OF WOODY PANEL</title><date>2000-05-26</date><risdate>2000</risdate><abstract>PROBLEM TO BE SOLVED: To provide a joining method for a new woody panel on the precondition that a factory-produced panel is used while the case when sufficient joint strength is required between the panels in case of an earthquake and wind load such as the multistoried building of an office or the like is employed as an object. SOLUTION: A shear transmission steel plate 1 is annexed onto the joint surfaces of the main frames 7 of woody panels 6 joined with the opposite side by bolts, and a proper number of shear keys 4 inserted into the shear-key receiving holes 5 of the opposite side are disposed to the external surface of the shear transmission steel plate 1. A proper number of the shear-key receiving holes 5, into which the shear keys 4 on the opposite side are inserted, are arranged, and shear-key connection is executed with bolted connection.</abstract><edition>7</edition><oa>free_for_read</oa></addata></record> |
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| language | eng |
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| subjects | BUILDING CEILINGS FIXED CONSTRUCTIONS FLOORS GENERAL BUILDING CONSTRUCTIONS INSULATION OR OTHER PROTECTION OF BUILDINGS ROOFS WALLS, e.g. PARTITIONS |
| title | JOINING METHOD OF WOODY PANEL |
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