MECHANISM OF REINFORCING ADHESION OF REINFORCEMENT OF REINFORCED CONCRETE MEMBER
PROBLEM TO BE SOLVED: To improve the adhesion cleavage strength of reinforcement and increase the yielding strength of a member as a whole, in a steel sheet-clad reinforced concrete member. SOLUTION: A steel sheet-clad concrete member 1 is made by covering the periphery with a square steel pipe as a...
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| creator | SHISHIDO TADAICHI HASUDA TSUNEO TAKADA KEIICHI YOSHIDA EI ISHIBASHI TERUKI HARADA AKIO |
| description | PROBLEM TO BE SOLVED: To improve the adhesion cleavage strength of reinforcement and increase the yielding strength of a member as a whole, in a steel sheet-clad reinforced concrete member. SOLUTION: A steel sheet-clad concrete member 1 is made by covering the periphery with a square steel pipe as a reinforcement steel sheet 4. Opposite reinforcement steel sheets 4 are connected by a plurality of stiffeners 5. In manufacturing, stiffeners are joined to the inside of the reinforcement steel sheet 4 by welding or other, main reinforcement 3 is arranged in the inside surrounded by the reinforcement steel sheet 4 and the stiffener 5, concrete 2 is driven and cured. Only main reinforcement is arranged in the reinforced concrete part without a tie-hoop for strengthening shear strength. Preferably, the reinforcement steel sheet 4 should be given a latch inside it. |
| format | Patent |
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SOLUTION: A steel sheet-clad concrete member 1 is made by covering the periphery with a square steel pipe as a reinforcement steel sheet 4. Opposite reinforcement steel sheets 4 are connected by a plurality of stiffeners 5. In manufacturing, stiffeners are joined to the inside of the reinforcement steel sheet 4 by welding or other, main reinforcement 3 is arranged in the inside surrounded by the reinforcement steel sheet 4 and the stiffener 5, concrete 2 is driven and cured. Only main reinforcement is arranged in the reinforced concrete part without a tie-hoop for strengthening shear strength. Preferably, the reinforcement steel sheet 4 should be given a latch inside it.</description><edition>6</edition><language>eng</language><subject>BUILDING ; BUILDING MATERIALS ; CEILINGS ; EMBANKMENTS ; EXCAVATIONS ; FIXED CONSTRUCTIONS ; FLOORS ; FOUNDATIONS ; GENERAL BUILDING CONSTRUCTIONS ; HYDRAULIC ENGINEERING ; INSULATION OR OTHER PROTECTION OF BUILDINGS ; ROOFS ; SOIL SHIFTING ; STRUCTURAL ELEMENTS ; UNDERGROUND OR UNDERWATER STRUCTURES ; WALLS, e.g. PARTITIONS</subject><creationdate>1997</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=19970204&DB=EPODOC&CC=JP&NR=H0931974A$$EHTML$$P50$$Gepo$$Hfree_for_read</linktohtml><link.rule.ids>230,308,776,881,25542,76289</link.rule.ids><linktorsrc>$$Uhttps://worldwide.espacenet.com/publicationDetails/biblio?FT=D&date=19970204&DB=EPODOC&CC=JP&NR=H0931974A$$EView_record_in_European_Patent_Office$$FView_record_in_$$GEuropean_Patent_Office$$Hfree_for_read</linktorsrc></links><search><creatorcontrib>SHISHIDO TADAICHI</creatorcontrib><creatorcontrib>HASUDA TSUNEO</creatorcontrib><creatorcontrib>TAKADA KEIICHI</creatorcontrib><creatorcontrib>YOSHIDA EI</creatorcontrib><creatorcontrib>ISHIBASHI TERUKI</creatorcontrib><creatorcontrib>HARADA AKIO</creatorcontrib><title>MECHANISM OF REINFORCING ADHESION OF REINFORCEMENT OF REINFORCED CONCRETE MEMBER</title><description>PROBLEM TO BE SOLVED: To improve the adhesion cleavage strength of reinforcement and increase the yielding strength of a member as a whole, in a steel sheet-clad reinforced concrete member. SOLUTION: A steel sheet-clad concrete member 1 is made by covering the periphery with a square steel pipe as a reinforcement steel sheet 4. Opposite reinforcement steel sheets 4 are connected by a plurality of stiffeners 5. In manufacturing, stiffeners are joined to the inside of the reinforcement steel sheet 4 by welding or other, main reinforcement 3 is arranged in the inside surrounded by the reinforcement steel sheet 4 and the stiffener 5, concrete 2 is driven and cured. Only main reinforcement is arranged in the reinforced concrete part without a tie-hoop for strengthening shear strength. 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SOLUTION: A steel sheet-clad concrete member 1 is made by covering the periphery with a square steel pipe as a reinforcement steel sheet 4. Opposite reinforcement steel sheets 4 are connected by a plurality of stiffeners 5. In manufacturing, stiffeners are joined to the inside of the reinforcement steel sheet 4 by welding or other, main reinforcement 3 is arranged in the inside surrounded by the reinforcement steel sheet 4 and the stiffener 5, concrete 2 is driven and cured. Only main reinforcement is arranged in the reinforced concrete part without a tie-hoop for strengthening shear strength. Preferably, the reinforcement steel sheet 4 should be given a latch inside it.</abstract><edition>6</edition><oa>free_for_read</oa></addata></record> |
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| subjects | BUILDING BUILDING MATERIALS CEILINGS EMBANKMENTS EXCAVATIONS FIXED CONSTRUCTIONS FLOORS FOUNDATIONS GENERAL BUILDING CONSTRUCTIONS HYDRAULIC ENGINEERING INSULATION OR OTHER PROTECTION OF BUILDINGS ROOFS SOIL SHIFTING STRUCTURAL ELEMENTS UNDERGROUND OR UNDERWATER STRUCTURES WALLS, e.g. PARTITIONS |
| title | MECHANISM OF REINFORCING ADHESION OF REINFORCEMENT OF REINFORCED CONCRETE MEMBER |
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