JOINING METHOD FOR PRECAST CONCRETE ANTI-SEISMIC WALL AND CONCRETE MASS
PURPOSE:To facilitate construction and transportation of a precast concrete anti-seismic wall and accomplish a reliable joint with concrete mass by embed ding an insert inside of the joint end with the concrete mass of a precast anti- seismic wall, fitting a fixation anchor at the time of placing, a...
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| creator | OKAWADA KIKUO MIYAZAKI NAOSHI |
| description | PURPOSE:To facilitate construction and transportation of a precast concrete anti-seismic wall and accomplish a reliable joint with concrete mass by embed ding an insert inside of the joint end with the concrete mass of a precast anti- seismic wall, fitting a fixation anchor at the time of placing, and then pouring in the mass concrete. CONSTITUTION:Reinforcing rods are accommodated in a precast anti-seismic wall A, and an insert 1 fitted with an anchor rod 2 is embedded fast inside of the joint end with a pillar B. Then, this anti-seismic wall A is placed in the joining position with the pillar B. An anchor 6 for fixation of pillar is fixed to the insert 1, and pillar concrete is poured in, followed by construction of pillar B, which is consolidated with the anti-seismic wall A. This facilitates rod arranging and form removal at the time of fabricating precast anti-seismic wall A, also provides easy handling in stocking and transportation as well as easy erection of anti-seismic wall, and allows accomplishment of consolidated structure of the mass concrete and anti-seismic wall through anchoring. |
| format | Patent |
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CONSTITUTION:Reinforcing rods are accommodated in a precast anti-seismic wall A, and an insert 1 fitted with an anchor rod 2 is embedded fast inside of the joint end with a pillar B. Then, this anti-seismic wall A is placed in the joining position with the pillar B. An anchor 6 for fixation of pillar is fixed to the insert 1, and pillar concrete is poured in, followed by construction of pillar B, which is consolidated with the anti-seismic wall A. This facilitates rod arranging and form removal at the time of fabricating precast anti-seismic wall A, also provides easy handling in stocking and transportation as well as easy erection of anti-seismic wall, and allows accomplishment of consolidated structure of the mass concrete and anti-seismic wall through anchoring.</description><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>1992</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=19920324&DB=EPODOC&CC=JP&NR=H0489941A$$EHTML$$P50$$Gepo$$Hfree_for_read</linktohtml><link.rule.ids>230,308,776,881,25543,76293</link.rule.ids><linktorsrc>$$Uhttps://worldwide.espacenet.com/publicationDetails/biblio?FT=D&date=19920324&DB=EPODOC&CC=JP&NR=H0489941A$$EView_record_in_European_Patent_Office$$FView_record_in_$$GEuropean_Patent_Office$$Hfree_for_read</linktorsrc></links><search><creatorcontrib>OKAWADA KIKUO</creatorcontrib><creatorcontrib>MIYAZAKI NAOSHI</creatorcontrib><title>JOINING METHOD FOR PRECAST CONCRETE ANTI-SEISMIC WALL AND CONCRETE MASS</title><description>PURPOSE:To facilitate construction and transportation of a precast concrete anti-seismic wall and accomplish a reliable joint with concrete mass by embed ding an insert inside of the joint end with the concrete mass of a precast anti- seismic wall, fitting a fixation anchor at the time of placing, and then pouring in the mass concrete. CONSTITUTION:Reinforcing rods are accommodated in a precast anti-seismic wall A, and an insert 1 fitted with an anchor rod 2 is embedded fast inside of the joint end with a pillar B. Then, this anti-seismic wall A is placed in the joining position with the pillar B. An anchor 6 for fixation of pillar is fixed to the insert 1, and pillar concrete is poured in, followed by construction of pillar B, which is consolidated with the anti-seismic wall A. This facilitates rod arranging and form removal at the time of fabricating precast anti-seismic wall A, also provides easy handling in stocking and transportation as well as easy erection of anti-seismic wall, and allows accomplishment of consolidated structure of the mass concrete and anti-seismic wall through anchoring.</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>1992</creationdate><recordtype>patent</recordtype><sourceid>EVB</sourceid><recordid>eNrjZHD38vf08_RzV_B1DfHwd1Fw8w9SCAhydXYMDlFw9vdzDnINcVVw9Avx1A129Qz29XRWCHf08QGKuCCkfR2Dg3kYWNMSc4pTeaE0N4OCm2uIs4duakF-fGpxQWJyal5qSbxXgIeBiYWlpYmhozERSgB00iw_</recordid><startdate>19920324</startdate><enddate>19920324</enddate><creator>OKAWADA KIKUO</creator><creator>MIYAZAKI NAOSHI</creator><scope>EVB</scope></search><sort><creationdate>19920324</creationdate><title>JOINING METHOD FOR PRECAST CONCRETE ANTI-SEISMIC WALL AND CONCRETE MASS</title><author>OKAWADA KIKUO ; MIYAZAKI NAOSHI</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-epo_espacenet_JPH0489941A3</frbrgroupid><rsrctype>patents</rsrctype><prefilter>patents</prefilter><language>eng</language><creationdate>1992</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>OKAWADA KIKUO</creatorcontrib><creatorcontrib>MIYAZAKI NAOSHI</creatorcontrib><collection>esp@cenet</collection></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext_linktorsrc</fulltext></delivery><addata><au>OKAWADA KIKUO</au><au>MIYAZAKI NAOSHI</au><format>patent</format><genre>patent</genre><ristype>GEN</ristype><title>JOINING METHOD FOR PRECAST CONCRETE ANTI-SEISMIC WALL AND CONCRETE MASS</title><date>1992-03-24</date><risdate>1992</risdate><abstract>PURPOSE:To facilitate construction and transportation of a precast concrete anti-seismic wall and accomplish a reliable joint with concrete mass by embed ding an insert inside of the joint end with the concrete mass of a precast anti- seismic wall, fitting a fixation anchor at the time of placing, and then pouring in the mass concrete. CONSTITUTION:Reinforcing rods are accommodated in a precast anti-seismic wall A, and an insert 1 fitted with an anchor rod 2 is embedded fast inside of the joint end with a pillar B. Then, this anti-seismic wall A is placed in the joining position with the pillar B. An anchor 6 for fixation of pillar is fixed to the insert 1, and pillar concrete is poured in, followed by construction of pillar B, which is consolidated with the anti-seismic wall A. This facilitates rod arranging and form removal at the time of fabricating precast anti-seismic wall A, also provides easy handling in stocking and transportation as well as easy erection of anti-seismic wall, and allows accomplishment of consolidated structure of the mass concrete and anti-seismic wall through anchoring.</abstract><oa>free_for_read</oa></addata></record> |
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| language | eng |
| recordid | cdi_epo_espacenet_JPH0489941A |
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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 FOR PRECAST CONCRETE ANTI-SEISMIC WALL AND CONCRETE MASS |
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