CONSTRUCTION METHOD FOR BRIDGE WALL BALUSTRADE
PURPOSE:To reduce the construction period in field, to improve the appearance and to facilitate future repair by fitting the lower end portion of a previously manufactured precast steel plate concrete balustrade block between a pair of angle members anchored on a floor plate. CONSTITUTION:A balustra...
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| creator | KAMINOFUJI YASUO SEKIMOTO HISASHI OKABE SHUNZO |
| description | PURPOSE:To reduce the construction period in field, to improve the appearance and to facilitate future repair by fitting the lower end portion of a previously manufactured precast steel plate concrete balustrade block between a pair of angle members anchored on a floor plate. CONSTITUTION:A balustrade block A formed by placing concrete between a pair of steel plates 2, 2 held at a designated space through a spacer member, with the lower end space 3 left undone to be filled up therewith is previously manufactured in a factory. The balustrade block A is built up between a pair of confronting angle members 8, 8, the lower end portions of which are anchored on a floor plate B through anchor reinforcements 10, and after the height adjustment is made through a screw jack C or the like and fixed by bolts 17 or the like, concrete mortar is poured in the space 3 through a mortar filling port 18 to integrally join the block on the floor plate B. Thus, the field execution range is remarkably reduced to shorten the construction period in field. |
| format | Patent |
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CONSTITUTION:A balustrade block A formed by placing concrete between a pair of steel plates 2, 2 held at a designated space through a spacer member, with the lower end space 3 left undone to be filled up therewith is previously manufactured in a factory. The balustrade block A is built up between a pair of confronting angle members 8, 8, the lower end portions of which are anchored on a floor plate B through anchor reinforcements 10, and after the height adjustment is made through a screw jack C or the like and fixed by bolts 17 or the like, concrete mortar is poured in the space 3 through a mortar filling port 18 to integrally join the block on the floor plate B. Thus, the field execution range is remarkably reduced to shorten the construction period in field.</description><language>eng</language><subject>ASSEMBLY OF BRIDGES ; BUILDING ; CEILINGS ; CONSTRUCTION OF BRIDGES ; CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES ; FIXED CONSTRUCTIONS ; FLOORS ; GENERAL BUILDING CONSTRUCTIONS ; INSULATION OR OTHER PROTECTION OF BUILDINGS ; OR VIADUCTS ; ROOFS ; WALLS, e.g. PARTITIONS</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=19910122&DB=EPODOC&CC=JP&NR=H0313610A$$EHTML$$P50$$Gepo$$Hfree_for_read</linktohtml><link.rule.ids>230,308,776,881,25543,76293</link.rule.ids><linktorsrc>$$Uhttps://worldwide.espacenet.com/publicationDetails/biblio?FT=D&date=19910122&DB=EPODOC&CC=JP&NR=H0313610A$$EView_record_in_European_Patent_Office$$FView_record_in_$$GEuropean_Patent_Office$$Hfree_for_read</linktorsrc></links><search><creatorcontrib>KAMINOFUJI YASUO</creatorcontrib><creatorcontrib>SEKIMOTO HISASHI</creatorcontrib><creatorcontrib>OKABE SHUNZO</creatorcontrib><title>CONSTRUCTION METHOD FOR BRIDGE WALL BALUSTRADE</title><description>PURPOSE:To reduce the construction period in field, to improve the appearance and to facilitate future repair by fitting the lower end portion of a previously manufactured precast steel plate concrete balustrade block between a pair of angle members anchored on a floor plate. CONSTITUTION:A balustrade block A formed by placing concrete between a pair of steel plates 2, 2 held at a designated space through a spacer member, with the lower end space 3 left undone to be filled up therewith is previously manufactured in a factory. The balustrade block A is built up between a pair of confronting angle members 8, 8, the lower end portions of which are anchored on a floor plate B through anchor reinforcements 10, and after the height adjustment is made through a screw jack C or the like and fixed by bolts 17 or the like, concrete mortar is poured in the space 3 through a mortar filling port 18 to integrally join the block on the floor plate B. Thus, the field execution range is remarkably reduced to shorten the construction period in field.</description><subject>ASSEMBLY OF BRIDGES</subject><subject>BUILDING</subject><subject>CEILINGS</subject><subject>CONSTRUCTION OF BRIDGES</subject><subject>CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES</subject><subject>FIXED CONSTRUCTIONS</subject><subject>FLOORS</subject><subject>GENERAL BUILDING CONSTRUCTIONS</subject><subject>INSULATION OR OTHER PROTECTION OF BUILDINGS</subject><subject>OR VIADUCTS</subject><subject>ROOFS</subject><subject>WALLS, e.g. PARTITIONS</subject><fulltext>true</fulltext><rsrctype>patent</rsrctype><creationdate>1991</creationdate><recordtype>patent</recordtype><sourceid>EVB</sourceid><recordid>eNrjZNBz9vcLDgkKdQ7x9PdT8HUN8fB3UXDzD1JwCvJ0cXdVCHf08VFwcvQJBSpydHHlYWBNS8wpTuWF0twMCm6uIc4euqkF-fGpxQWJyal5qSXxXgEeBsaGxmaGBo7GRCgBAKsGJYg</recordid><startdate>19910122</startdate><enddate>19910122</enddate><creator>KAMINOFUJI YASUO</creator><creator>SEKIMOTO HISASHI</creator><creator>OKABE SHUNZO</creator><scope>EVB</scope></search><sort><creationdate>19910122</creationdate><title>CONSTRUCTION METHOD FOR BRIDGE WALL BALUSTRADE</title><author>KAMINOFUJI YASUO ; SEKIMOTO HISASHI ; OKABE SHUNZO</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-epo_espacenet_JPH0313610A3</frbrgroupid><rsrctype>patents</rsrctype><prefilter>patents</prefilter><language>eng</language><creationdate>1991</creationdate><topic>ASSEMBLY OF BRIDGES</topic><topic>BUILDING</topic><topic>CEILINGS</topic><topic>CONSTRUCTION OF BRIDGES</topic><topic>CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES</topic><topic>FIXED CONSTRUCTIONS</topic><topic>FLOORS</topic><topic>GENERAL BUILDING CONSTRUCTIONS</topic><topic>INSULATION OR OTHER PROTECTION OF BUILDINGS</topic><topic>OR VIADUCTS</topic><topic>ROOFS</topic><topic>WALLS, e.g. PARTITIONS</topic><toplevel>online_resources</toplevel><creatorcontrib>KAMINOFUJI YASUO</creatorcontrib><creatorcontrib>SEKIMOTO HISASHI</creatorcontrib><creatorcontrib>OKABE SHUNZO</creatorcontrib><collection>esp@cenet</collection></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext_linktorsrc</fulltext></delivery><addata><au>KAMINOFUJI YASUO</au><au>SEKIMOTO HISASHI</au><au>OKABE SHUNZO</au><format>patent</format><genre>patent</genre><ristype>GEN</ristype><title>CONSTRUCTION METHOD FOR BRIDGE WALL BALUSTRADE</title><date>1991-01-22</date><risdate>1991</risdate><abstract>PURPOSE:To reduce the construction period in field, to improve the appearance and to facilitate future repair by fitting the lower end portion of a previously manufactured precast steel plate concrete balustrade block between a pair of angle members anchored on a floor plate. CONSTITUTION:A balustrade block A formed by placing concrete between a pair of steel plates 2, 2 held at a designated space through a spacer member, with the lower end space 3 left undone to be filled up therewith is previously manufactured in a factory. The balustrade block A is built up between a pair of confronting angle members 8, 8, the lower end portions of which are anchored on a floor plate B through anchor reinforcements 10, and after the height adjustment is made through a screw jack C or the like and fixed by bolts 17 or the like, concrete mortar is poured in the space 3 through a mortar filling port 18 to integrally join the block on the floor plate B. Thus, the field execution range is remarkably reduced to shorten the construction period in field.</abstract><oa>free_for_read</oa></addata></record> |
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| subjects | ASSEMBLY OF BRIDGES BUILDING CEILINGS CONSTRUCTION OF BRIDGES CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES FIXED CONSTRUCTIONS FLOORS GENERAL BUILDING CONSTRUCTIONS INSULATION OR OTHER PROTECTION OF BUILDINGS OR VIADUCTS ROOFS WALLS, e.g. PARTITIONS |
| title | CONSTRUCTION METHOD FOR BRIDGE WALL BALUSTRADE |
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