CONCRETE REINFORCING BAR MADE OF FRP
PURPOSE:To obtain a sufficient flexural strength by forming a concrete reinforcig bar, bent at one or more point and made of FRPs (fiber-reinforced plastics), and bending the concrete reinforcing bar according to the sectional shape of a concrete structure. CONSTITUTION:A concrete reinforcing bar 1...
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creator | SUMIYA AKIRA KIKUCHI MASAO HOSOKAWA JUNJI AKIMOTO HARUTO OZAWA NOBUYUKI ABEKAWA TOSHIJI SHIMOZONO SHUJI |
description | PURPOSE:To obtain a sufficient flexural strength by forming a concrete reinforcig bar, bent at one or more point and made of FRPs (fiber-reinforced plastics), and bending the concrete reinforcing bar according to the sectional shape of a concrete structure. CONSTITUTION:A concrete reinforcing bar 1 having sections bent at one or more points and made of FRPs is formed in a flat shape while t/w=2.8 holds in the relationship of a bend radius R on the inside of a bending section and thickness (t). When the directions of bending of adjacent bending sections are equalized, L>=3.5XRXtheta+3.5XR'Xtheta' holds in relationship with length L between the adjacent bending sections when the bend radius on the inside and the angle of bending are represented by R, theta and R', theta'. Accordingly, a sufficient flexural strength can be acquired even when a sectional area is large and a curvature radius is large. |
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CONSTITUTION:A concrete reinforcing bar 1 having sections bent at one or more points and made of FRPs is formed in a flat shape while t/w<1 holds in the relationship of thickness (t) and width (w). R/t>=2.8 holds in the relationship of a bend radius R on the inside of a bending section and thickness (t). When the directions of bending of adjacent bending sections are equalized, L>=3.5XRXtheta+3.5XR'Xtheta' holds in relationship with length L between the adjacent bending sections when the bend radius on the inside and the angle of bending are represented by R, theta and R', theta'. Accordingly, a sufficient flexural strength can be acquired even when a sectional area is large and a curvature radius is large.</description><edition>6</edition><language>eng</language><subject>BUILDING ; BUILDING MATERIALS ; FIXED CONSTRUCTIONS ; STRUCTURAL ELEMENTS</subject><creationdate>1996</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=19960213&DB=EPODOC&CC=JP&NR=H0842060A$$EHTML$$P50$$Gepo$$Hfree_for_read</linktohtml><link.rule.ids>230,309,781,886,25568,76551</link.rule.ids><linktorsrc>$$Uhttps://worldwide.espacenet.com/publicationDetails/biblio?FT=D&date=19960213&DB=EPODOC&CC=JP&NR=H0842060A$$EView_record_in_European_Patent_Office$$FView_record_in_$$GEuropean_Patent_Office$$Hfree_for_read</linktorsrc></links><search><creatorcontrib>SUMIYA AKIRA</creatorcontrib><creatorcontrib>KIKUCHI MASAO</creatorcontrib><creatorcontrib>HOSOKAWA JUNJI</creatorcontrib><creatorcontrib>AKIMOTO HARUTO</creatorcontrib><creatorcontrib>OZAWA NOBUYUKI</creatorcontrib><creatorcontrib>ABEKAWA TOSHIJI</creatorcontrib><creatorcontrib>SHIMOZONO SHUJI</creatorcontrib><title>CONCRETE REINFORCING BAR MADE OF FRP</title><description>PURPOSE:To obtain a sufficient flexural strength by forming a concrete reinforcig bar, bent at one or more point and made of FRPs (fiber-reinforced plastics), and bending the concrete reinforcing bar according to the sectional shape of a concrete structure. CONSTITUTION:A concrete reinforcing bar 1 having sections bent at one or more points and made of FRPs is formed in a flat shape while t/w<1 holds in the relationship of thickness (t) and width (w). R/t>=2.8 holds in the relationship of a bend radius R on the inside of a bending section and thickness (t). When the directions of bending of adjacent bending sections are equalized, L>=3.5XRXtheta+3.5XR'Xtheta' holds in relationship with length L between the adjacent bending sections when the bend radius on the inside and the angle of bending are represented by R, theta and R', theta'. Accordingly, a sufficient flexural strength can be acquired even when a sectional area is large and a curvature radius is large.</description><subject>BUILDING</subject><subject>BUILDING MATERIALS</subject><subject>FIXED CONSTRUCTIONS</subject><subject>STRUCTURAL ELEMENTS</subject><fulltext>true</fulltext><rsrctype>patent</rsrctype><creationdate>1996</creationdate><recordtype>patent</recordtype><sourceid>EVB</sourceid><recordid>eNrjZFBx9vdzDnINcVUIcvX0c_MPcvb0c1dwcgxS8HV0cVXwd1NwCwrgYWBNS8wpTuWF0twMCm6uIc4euqkF-fGpxQWJyal5qSXxXgEeBhYmRgZmBo7GRCgBAB0cImU</recordid><startdate>19960213</startdate><enddate>19960213</enddate><creator>SUMIYA AKIRA</creator><creator>KIKUCHI MASAO</creator><creator>HOSOKAWA JUNJI</creator><creator>AKIMOTO HARUTO</creator><creator>OZAWA NOBUYUKI</creator><creator>ABEKAWA TOSHIJI</creator><creator>SHIMOZONO SHUJI</creator><scope>EVB</scope></search><sort><creationdate>19960213</creationdate><title>CONCRETE REINFORCING BAR MADE OF FRP</title><author>SUMIYA AKIRA ; KIKUCHI MASAO ; HOSOKAWA JUNJI ; AKIMOTO HARUTO ; OZAWA NOBUYUKI ; ABEKAWA TOSHIJI ; SHIMOZONO SHUJI</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-epo_espacenet_JPH0842060A3</frbrgroupid><rsrctype>patents</rsrctype><prefilter>patents</prefilter><language>eng</language><creationdate>1996</creationdate><topic>BUILDING</topic><topic>BUILDING MATERIALS</topic><topic>FIXED CONSTRUCTIONS</topic><topic>STRUCTURAL ELEMENTS</topic><toplevel>online_resources</toplevel><creatorcontrib>SUMIYA AKIRA</creatorcontrib><creatorcontrib>KIKUCHI MASAO</creatorcontrib><creatorcontrib>HOSOKAWA JUNJI</creatorcontrib><creatorcontrib>AKIMOTO HARUTO</creatorcontrib><creatorcontrib>OZAWA NOBUYUKI</creatorcontrib><creatorcontrib>ABEKAWA TOSHIJI</creatorcontrib><creatorcontrib>SHIMOZONO SHUJI</creatorcontrib><collection>esp@cenet</collection></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext_linktorsrc</fulltext></delivery><addata><au>SUMIYA AKIRA</au><au>KIKUCHI MASAO</au><au>HOSOKAWA JUNJI</au><au>AKIMOTO HARUTO</au><au>OZAWA NOBUYUKI</au><au>ABEKAWA TOSHIJI</au><au>SHIMOZONO SHUJI</au><format>patent</format><genre>patent</genre><ristype>GEN</ristype><title>CONCRETE REINFORCING BAR MADE OF FRP</title><date>1996-02-13</date><risdate>1996</risdate><abstract>PURPOSE:To obtain a sufficient flexural strength by forming a concrete reinforcig bar, bent at one or more point and made of FRPs (fiber-reinforced plastics), and bending the concrete reinforcing bar according to the sectional shape of a concrete structure. CONSTITUTION:A concrete reinforcing bar 1 having sections bent at one or more points and made of FRPs is formed in a flat shape while t/w<1 holds in the relationship of thickness (t) and width (w). R/t>=2.8 holds in the relationship of a bend radius R on the inside of a bending section and thickness (t). When the directions of bending of adjacent bending sections are equalized, L>=3.5XRXtheta+3.5XR'Xtheta' holds in relationship with length L between the adjacent bending sections when the bend radius on the inside and the angle of bending are represented by R, theta and R', theta'. Accordingly, a sufficient flexural strength can be acquired even when a sectional area is large and a curvature radius is large.</abstract><edition>6</edition><oa>free_for_read</oa></addata></record> |
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subjects | BUILDING BUILDING MATERIALS FIXED CONSTRUCTIONS STRUCTURAL ELEMENTS |
title | CONCRETE REINFORCING BAR MADE OF FRP |
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