REINFORCEMENT METHOD OF MASONRY STRUCTURE WALL
To provide a method capable of reinforcing a masonry structure wall, even if there are obstacles on the masonry structure wall.SOLUTION: There is provided a reinforcing method of a masonry structure wall 1 in which through holes 11 are opened vertically in the masonry structure wall 1 by a drilling...
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creator | JINNO YASUO |
description | To provide a method capable of reinforcing a masonry structure wall, even if there are obstacles on the masonry structure wall.SOLUTION: There is provided a reinforcing method of a masonry structure wall 1 in which through holes 11 are opened vertically in the masonry structure wall 1 by a drilling machine 2 and a tendon 14 is passed through the through holes 11 to reinforce the masonry structure wall 1, including the processes of forming an installation portion 3 for installing the drilling machine 2 at a position lower than an upper surface 1A of the masonry structure wall 1, installing the drilling machine 2 in the installation portion 3, and forming the through hole 11.SELECTED DRAWING: Figure 1
【課題】組積造壁の上に、例え、障害物があった場合であっても、組積造壁の補強を行うことのできる方法を提供する。【解決手段】組積造壁1に、削孔機2によって上下方向に貫通孔11を開け、貫通孔11に緊張材14を通し、組積造壁1を補強する組積造壁1の補強方法であって、組積造壁1の上面1Aより低い位置に、削孔機2を設置する設置部3を形成する工程と、設置部3に削孔機2を設置し、貫通孔11を形成する工程と、を備えている。【選択図】図1 |
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【課題】組積造壁の上に、例え、障害物があった場合であっても、組積造壁の補強を行うことのできる方法を提供する。【解決手段】組積造壁1に、削孔機2によって上下方向に貫通孔11を開け、貫通孔11に緊張材14を通し、組積造壁1を補強する組積造壁1の補強方法であって、組積造壁1の上面1Aより低い位置に、削孔機2を設置する設置部3を形成する工程と、設置部3に削孔機2を設置し、貫通孔11を形成する工程と、を備えている。【選択図】図1</description><language>eng ; jpn</language><subject>BUILDING ; BUILDING IMPLEMENTS OR OTHER BUILDING AIDS, OR THEIRUSE ; FIXED CONSTRUCTIONS ; FORMS ; HANDLING BUILDING MATERIALS ON THE SITE ; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTINGBUILDINGS ; SCAFFOLDING ; SHUTTERING</subject><creationdate>2019</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=20190314&DB=EPODOC&CC=JP&NR=2019039184A$$EHTML$$P50$$Gepo$$Hfree_for_read</linktohtml><link.rule.ids>230,308,780,885,25564,76547</link.rule.ids><linktorsrc>$$Uhttps://worldwide.espacenet.com/publicationDetails/biblio?FT=D&date=20190314&DB=EPODOC&CC=JP&NR=2019039184A$$EView_record_in_European_Patent_Office$$FView_record_in_$$GEuropean_Patent_Office$$Hfree_for_read</linktorsrc></links><search><creatorcontrib>JINNO YASUO</creatorcontrib><title>REINFORCEMENT METHOD OF MASONRY STRUCTURE WALL</title><description>To provide a method capable of reinforcing a masonry structure wall, even if there are obstacles on the masonry structure wall.SOLUTION: There is provided a reinforcing method of a masonry structure wall 1 in which through holes 11 are opened vertically in the masonry structure wall 1 by a drilling machine 2 and a tendon 14 is passed through the through holes 11 to reinforce the masonry structure wall 1, including the processes of forming an installation portion 3 for installing the drilling machine 2 at a position lower than an upper surface 1A of the masonry structure wall 1, installing the drilling machine 2 in the installation portion 3, and forming the through hole 11.SELECTED DRAWING: Figure 1
【課題】組積造壁の上に、例え、障害物があった場合であっても、組積造壁の補強を行うことのできる方法を提供する。【解決手段】組積造壁1に、削孔機2によって上下方向に貫通孔11を開け、貫通孔11に緊張材14を通し、組積造壁1を補強する組積造壁1の補強方法であって、組積造壁1の上面1Aより低い位置に、削孔機2を設置する設置部3を形成する工程と、設置部3に削孔機2を設置し、貫通孔11を形成する工程と、を備えている。【選択図】図1</description><subject>BUILDING</subject><subject>BUILDING IMPLEMENTS OR OTHER BUILDING AIDS, OR THEIRUSE</subject><subject>FIXED CONSTRUCTIONS</subject><subject>FORMS</subject><subject>HANDLING BUILDING MATERIALS ON THE SITE</subject><subject>REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTINGBUILDINGS</subject><subject>SCAFFOLDING</subject><subject>SHUTTERING</subject><fulltext>true</fulltext><rsrctype>patent</rsrctype><creationdate>2019</creationdate><recordtype>patent</recordtype><sourceid>EVB</sourceid><recordid>eNrjZNALcvX0c_MPcnb1dfULUfB1DfHwd1Hwd1PwdQz29wuKVAgOCQp1DgkNclUId_Tx4WFgTUvMKU7lhdLcDEpuriHOHrqpBfnxqcUFicmpeakl8V4BRgaGlgbGloYWJo7GRCkCAE-7JoQ</recordid><startdate>20190314</startdate><enddate>20190314</enddate><creator>JINNO YASUO</creator><scope>EVB</scope></search><sort><creationdate>20190314</creationdate><title>REINFORCEMENT METHOD OF MASONRY STRUCTURE WALL</title><author>JINNO YASUO</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-epo_espacenet_JP2019039184A3</frbrgroupid><rsrctype>patents</rsrctype><prefilter>patents</prefilter><language>eng ; jpn</language><creationdate>2019</creationdate><topic>BUILDING</topic><topic>BUILDING IMPLEMENTS OR OTHER BUILDING AIDS, OR THEIRUSE</topic><topic>FIXED CONSTRUCTIONS</topic><topic>FORMS</topic><topic>HANDLING BUILDING MATERIALS ON THE SITE</topic><topic>REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTINGBUILDINGS</topic><topic>SCAFFOLDING</topic><topic>SHUTTERING</topic><toplevel>online_resources</toplevel><creatorcontrib>JINNO YASUO</creatorcontrib><collection>esp@cenet</collection></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext_linktorsrc</fulltext></delivery><addata><au>JINNO YASUO</au><format>patent</format><genre>patent</genre><ristype>GEN</ristype><title>REINFORCEMENT METHOD OF MASONRY STRUCTURE WALL</title><date>2019-03-14</date><risdate>2019</risdate><abstract>To provide a method capable of reinforcing a masonry structure wall, even if there are obstacles on the masonry structure wall.SOLUTION: There is provided a reinforcing method of a masonry structure wall 1 in which through holes 11 are opened vertically in the masonry structure wall 1 by a drilling machine 2 and a tendon 14 is passed through the through holes 11 to reinforce the masonry structure wall 1, including the processes of forming an installation portion 3 for installing the drilling machine 2 at a position lower than an upper surface 1A of the masonry structure wall 1, installing the drilling machine 2 in the installation portion 3, and forming the through hole 11.SELECTED DRAWING: Figure 1
【課題】組積造壁の上に、例え、障害物があった場合であっても、組積造壁の補強を行うことのできる方法を提供する。【解決手段】組積造壁1に、削孔機2によって上下方向に貫通孔11を開け、貫通孔11に緊張材14を通し、組積造壁1を補強する組積造壁1の補強方法であって、組積造壁1の上面1Aより低い位置に、削孔機2を設置する設置部3を形成する工程と、設置部3に削孔機2を設置し、貫通孔11を形成する工程と、を備えている。【選択図】図1</abstract><oa>free_for_read</oa></addata></record> |
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subjects | BUILDING BUILDING IMPLEMENTS OR OTHER BUILDING AIDS, OR THEIRUSE FIXED CONSTRUCTIONS FORMS HANDLING BUILDING MATERIALS ON THE SITE REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTINGBUILDINGS SCAFFOLDING SHUTTERING |
title | REINFORCEMENT METHOD OF MASONRY STRUCTURE WALL |
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