EARTH-RETAINING SUPPORTING
PROBLEM TO BE SOLVED: To provide earth-retaining supporting, using a wale and a strut, that is small in the number of members to be lightweight, compact in plan view shape when installed on an earth-retaining wall, and economical since no dedicated member is manufactured.SOLUTION: An earth-retaining...
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| creator | TAKAHASHI MASATO TSUJI NATSUKO MATSUYAMA TSUMIO HIRAO JUNICHI FUJIMOTO MASAKI |
| description | PROBLEM TO BE SOLVED: To provide earth-retaining supporting, using a wale and a strut, that is small in the number of members to be lightweight, compact in plan view shape when installed on an earth-retaining wall, and economical since no dedicated member is manufactured.SOLUTION: An earth-retaining supporting has a wale, a strut and a joining member, which comprises an earth-retaining main material having an axial direction in parallel with the wale and arranged so that a web forms the same horizontal plane, and a first stiffener reinforcing the earth-retaining main material. An end face of a strut is joined to a lengthwise center part of the joining member, a first stiffener is arranged at each of positions corresponding to both sides of a web of a strut within a flange width of the strut, respectively, and a second stiffener reinforcing the wale is installed at a position, corresponding to a space sandwiched between first stiffeners, of the wale.SELECTED DRAWING: Figure 1
【課題】部材点数が少なく軽量で、山留め壁に設置した際の平面視形状がコンパクトであり、かつ専用部材を製作することなく経済的な、腹起しと切梁を用いた山留め支保工を提供する。【解決手段】腹起し、切梁および接合部材を有し、接合部材が腹起しに対して軸方向が平行で、かつウェブが同一水平面を形成するように配置される山留主材と、山留主材を補強する第１のスチフナーとを備え、接合部材の、長手方向中央部に切梁の端面が接合されるとともに、切梁のフランジ幅内であって、切梁のウェブを挟む両側に対応する位置各々に第１のスチフナーがそれぞれ設置され、腹起しにおける第１のスチフナーで挟まれた空間に対応する位置に、腹起しを補強する第２のスチフナーが設置される。【選択図】図１ |
| format | Patent |
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【課題】部材点数が少なく軽量で、山留め壁に設置した際の平面視形状がコンパクトであり、かつ専用部材を製作することなく経済的な、腹起しと切梁を用いた山留め支保工を提供する。【解決手段】腹起し、切梁および接合部材を有し、接合部材が腹起しに対して軸方向が平行で、かつウェブが同一水平面を形成するように配置される山留主材と、山留主材を補強する第１のスチフナーとを備え、接合部材の、長手方向中央部に切梁の端面が接合されるとともに、切梁のフランジ幅内であって、切梁のウェブを挟む両側に対応する位置各々に第１のスチフナーがそれぞれ設置され、腹起しにおける第１のスチフナーで挟まれた空間に対応する位置に、腹起しを補強する第２のスチフナーが設置される。【選択図】図１</description><language>eng ; jpn</language><subject>EMBANKMENTS ; EXCAVATIONS ; FIXED CONSTRUCTIONS ; FOUNDATIONS ; HYDRAULIC ENGINEERING ; SOIL SHIFTING ; UNDERGROUND OR UNDERWATER STRUCTURES</subject><creationdate>2017</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=20170330&DB=EPODOC&CC=JP&NR=2017061792A$$EHTML$$P50$$Gepo$$Hfree_for_read</linktohtml><link.rule.ids>230,309,781,886,25569,76552</link.rule.ids><linktorsrc>$$Uhttps://worldwide.espacenet.com/publicationDetails/biblio?FT=D&date=20170330&DB=EPODOC&CC=JP&NR=2017061792A$$EView_record_in_European_Patent_Office$$FView_record_in_$$GEuropean_Patent_Office$$Hfree_for_read</linktorsrc></links><search><creatorcontrib>TAKAHASHI MASATO</creatorcontrib><creatorcontrib>TSUJI NATSUKO</creatorcontrib><creatorcontrib>MATSUYAMA TSUMIO</creatorcontrib><creatorcontrib>HIRAO JUNICHI</creatorcontrib><creatorcontrib>FUJIMOTO MASAKI</creatorcontrib><title>EARTH-RETAINING SUPPORTING</title><description>PROBLEM TO BE SOLVED: To provide earth-retaining supporting, using a wale and a strut, that is small in the number of members to be lightweight, compact in plan view shape when installed on an earth-retaining wall, and economical since no dedicated member is manufactured.SOLUTION: An earth-retaining supporting has a wale, a strut and a joining member, which comprises an earth-retaining main material having an axial direction in parallel with the wale and arranged so that a web forms the same horizontal plane, and a first stiffener reinforcing the earth-retaining main material. An end face of a strut is joined to a lengthwise center part of the joining member, a first stiffener is arranged at each of positions corresponding to both sides of a web of a strut within a flange width of the strut, respectively, and a second stiffener reinforcing the wale is installed at a position, corresponding to a space sandwiched between first stiffeners, of the wale.SELECTED DRAWING: Figure 1
【課題】部材点数が少なく軽量で、山留め壁に設置した際の平面視形状がコンパクトであり、かつ専用部材を製作することなく経済的な、腹起しと切梁を用いた山留め支保工を提供する。【解決手段】腹起し、切梁および接合部材を有し、接合部材が腹起しに対して軸方向が平行で、かつウェブが同一水平面を形成するように配置される山留主材と、山留主材を補強する第１のスチフナーとを備え、接合部材の、長手方向中央部に切梁の端面が接合されるとともに、切梁のフランジ幅内であって、切梁のウェブを挟む両側に対応する位置各々に第１のスチフナーがそれぞれ設置され、腹起しにおける第１のスチフナーで挟まれた空間に対応する位置に、腹起しを補強する第２のスチフナーが設置される。【選択図】図１</description><subject>EMBANKMENTS</subject><subject>EXCAVATIONS</subject><subject>FIXED CONSTRUCTIONS</subject><subject>FOUNDATIONS</subject><subject>HYDRAULIC ENGINEERING</subject><subject>SOIL SHIFTING</subject><subject>UNDERGROUND OR UNDERWATER STRUCTURES</subject><fulltext>true</fulltext><rsrctype>patent</rsrctype><creationdate>2017</creationdate><recordtype>patent</recordtype><sourceid>EVB</sourceid><recordid>eNrjZJBydQwK8dANcg1x9PTz9HNXCA4NCPAPCgEyeRhY0xJzilN5oTQ3g5Kba4izh25qQX58anFBYnJqXmpJvFeAkYGhuYGZobmlkaMxUYoAirMg-A</recordid><startdate>20170330</startdate><enddate>20170330</enddate><creator>TAKAHASHI MASATO</creator><creator>TSUJI NATSUKO</creator><creator>MATSUYAMA TSUMIO</creator><creator>HIRAO JUNICHI</creator><creator>FUJIMOTO MASAKI</creator><scope>EVB</scope></search><sort><creationdate>20170330</creationdate><title>EARTH-RETAINING SUPPORTING</title><author>TAKAHASHI MASATO ; TSUJI NATSUKO ; MATSUYAMA TSUMIO ; HIRAO JUNICHI ; FUJIMOTO MASAKI</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-epo_espacenet_JP2017061792A3</frbrgroupid><rsrctype>patents</rsrctype><prefilter>patents</prefilter><language>eng ; jpn</language><creationdate>2017</creationdate><topic>EMBANKMENTS</topic><topic>EXCAVATIONS</topic><topic>FIXED CONSTRUCTIONS</topic><topic>FOUNDATIONS</topic><topic>HYDRAULIC ENGINEERING</topic><topic>SOIL SHIFTING</topic><topic>UNDERGROUND OR UNDERWATER STRUCTURES</topic><toplevel>online_resources</toplevel><creatorcontrib>TAKAHASHI MASATO</creatorcontrib><creatorcontrib>TSUJI NATSUKO</creatorcontrib><creatorcontrib>MATSUYAMA TSUMIO</creatorcontrib><creatorcontrib>HIRAO JUNICHI</creatorcontrib><creatorcontrib>FUJIMOTO MASAKI</creatorcontrib><collection>esp@cenet</collection></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext_linktorsrc</fulltext></delivery><addata><au>TAKAHASHI MASATO</au><au>TSUJI NATSUKO</au><au>MATSUYAMA TSUMIO</au><au>HIRAO JUNICHI</au><au>FUJIMOTO MASAKI</au><format>patent</format><genre>patent</genre><ristype>GEN</ristype><title>EARTH-RETAINING SUPPORTING</title><date>2017-03-30</date><risdate>2017</risdate><abstract>PROBLEM TO BE SOLVED: To provide earth-retaining supporting, using a wale and a strut, that is small in the number of members to be lightweight, compact in plan view shape when installed on an earth-retaining wall, and economical since no dedicated member is manufactured.SOLUTION: An earth-retaining supporting has a wale, a strut and a joining member, which comprises an earth-retaining main material having an axial direction in parallel with the wale and arranged so that a web forms the same horizontal plane, and a first stiffener reinforcing the earth-retaining main material. An end face of a strut is joined to a lengthwise center part of the joining member, a first stiffener is arranged at each of positions corresponding to both sides of a web of a strut within a flange width of the strut, respectively, and a second stiffener reinforcing the wale is installed at a position, corresponding to a space sandwiched between first stiffeners, of the wale.SELECTED DRAWING: Figure 1
【課題】部材点数が少なく軽量で、山留め壁に設置した際の平面視形状がコンパクトであり、かつ専用部材を製作することなく経済的な、腹起しと切梁を用いた山留め支保工を提供する。【解決手段】腹起し、切梁および接合部材を有し、接合部材が腹起しに対して軸方向が平行で、かつウェブが同一水平面を形成するように配置される山留主材と、山留主材を補強する第１のスチフナーとを備え、接合部材の、長手方向中央部に切梁の端面が接合されるとともに、切梁のフランジ幅内であって、切梁のウェブを挟む両側に対応する位置各々に第１のスチフナーがそれぞれ設置され、腹起しにおける第１のスチフナーで挟まれた空間に対応する位置に、腹起しを補強する第２のスチフナーが設置される。【選択図】図１</abstract><oa>free_for_read</oa></addata></record> |
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| subjects | EMBANKMENTS EXCAVATIONS FIXED CONSTRUCTIONS FOUNDATIONS HYDRAULIC ENGINEERING SOIL SHIFTING UNDERGROUND OR UNDERWATER STRUCTURES |
| title | EARTH-RETAINING SUPPORTING |
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