DOUBLE SHEET PILE-TYPE AQUATIC STRUCTURE, AND CONSTRUCTION METHOD OF THE SAME
To provide a double sheet pile-type aquatic structure which is excellent in workability and can shorten a construction period.SOLUTION: A double sheet pile-type aquatic structure comprises: wall bodies 3, 3 disposed at both sides in a width direction and comprising a steel pipe sheet pile wall 2 in...
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creator | YAMATANI HIROKI KITAJIMA KANJI |
description | To provide a double sheet pile-type aquatic structure which is excellent in workability and can shorten a construction period.SOLUTION: A double sheet pile-type aquatic structure comprises: wall bodies 3, 3 disposed at both sides in a width direction and comprising a steel pipe sheet pile wall 2 in which steel pipe sheet piles 12 are continuously installed; a precast concrete floor slab 4 stretched between upper parts of the wall bodies 3, 3 at both sides in the width direction; and a primary concrete installation portion 5 and a secondary concrete installation portion 6 formed by installing concrete between an upper part of the wall body 3 and an end face 4T in a longer direction of the floor slab 4. A vertical perforated dowel steel plate 11 mounted on an upper face of the wall body 3 is provided at the end face 4T in the longer direction of the floor slab 4, and a plurality of perforated dowel steel plates 11 are provided with an interval in the width direction of the floor slab 4, so the floor slab 4 and the secondary concrete installation portion 6 are integrated by the perforated dowel steel plate 11. A workability is improved and a construction period can be shortened by using the precast concrete floor slab 4.SELECTED DRAWING: Figure 1
【課題】施工性に優れ、工期の短縮が可能な二重矢板式水上構造物を提供する。【解決手段】幅方向両側に配置され、鋼管矢板12を連続して打設した鋼管矢板壁2を備えた壁体3,3と、幅方向両側の壁体3,3の上部間に架け渡されたプレキャストコンクリート製の床版4と、壁体3の上部と床版4の長さ方向端面4Tとの間にコンクリートを打設して形成した一次コンクリート打設部5及び二次コンクリート打設部6とを備える。床版4の長さ方向端面4Tに、壁体3の上面に載置する縦方向の孔あきジベル鋼板11を設けると共に、この孔あきジベル鋼板11は床版4の幅方向に間隔を置いて複数設けられているから、孔あきジベル鋼板11により床版4と二次コンクリート打設部6との一体化を図ることでき、プレキャストコンクリート製の床版4を用いることにより、施工性が向上し、工期の短縮が可能となる。【選択図】図1 |
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【課題】施工性に優れ、工期の短縮が可能な二重矢板式水上構造物を提供する。【解決手段】幅方向両側に配置され、鋼管矢板12を連続して打設した鋼管矢板壁2を備えた壁体3,3と、幅方向両側の壁体3,3の上部間に架け渡されたプレキャストコンクリート製の床版4と、壁体3の上部と床版4の長さ方向端面4Tとの間にコンクリートを打設して形成した一次コンクリート打設部5及び二次コンクリート打設部6とを備える。床版4の長さ方向端面4Tに、壁体3の上面に載置する縦方向の孔あきジベル鋼板11を設けると共に、この孔あきジベル鋼板11は床版4の幅方向に間隔を置いて複数設けられているから、孔あきジベル鋼板11により床版4と二次コンクリート打設部6との一体化を図ることでき、プレキャストコンクリート製の床版4を用いることにより、施工性が向上し、工期の短縮が可能となる。【選択図】図1</description><language>eng ; jpn</language><subject>FIXED CONSTRUCTIONS ; FOUNDATIONS ; HYDRAULIC ENGINEERING ; SOIL SHIFTING</subject><creationdate>2022</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=20220906&DB=EPODOC&CC=JP&NR=2022129662A$$EHTML$$P50$$Gepo$$Hfree_for_read</linktohtml><link.rule.ids>230,308,776,881,25542,76290</link.rule.ids><linktorsrc>$$Uhttps://worldwide.espacenet.com/publicationDetails/biblio?FT=D&date=20220906&DB=EPODOC&CC=JP&NR=2022129662A$$EView_record_in_European_Patent_Office$$FView_record_in_$$GEuropean_Patent_Office$$Hfree_for_read</linktorsrc></links><search><creatorcontrib>YAMATANI HIROKI</creatorcontrib><creatorcontrib>KITAJIMA KANJI</creatorcontrib><title>DOUBLE SHEET PILE-TYPE AQUATIC STRUCTURE, AND CONSTRUCTION METHOD OF THE SAME</title><description>To provide a double sheet pile-type aquatic structure which is excellent in workability and can shorten a construction period.SOLUTION: A double sheet pile-type aquatic structure comprises: wall bodies 3, 3 disposed at both sides in a width direction and comprising a steel pipe sheet pile wall 2 in which steel pipe sheet piles 12 are continuously installed; a precast concrete floor slab 4 stretched between upper parts of the wall bodies 3, 3 at both sides in the width direction; and a primary concrete installation portion 5 and a secondary concrete installation portion 6 formed by installing concrete between an upper part of the wall body 3 and an end face 4T in a longer direction of the floor slab 4. A vertical perforated dowel steel plate 11 mounted on an upper face of the wall body 3 is provided at the end face 4T in the longer direction of the floor slab 4, and a plurality of perforated dowel steel plates 11 are provided with an interval in the width direction of the floor slab 4, so the floor slab 4 and the secondary concrete installation portion 6 are integrated by the perforated dowel steel plate 11. A workability is improved and a construction period can be shortened by using the precast concrete floor slab 4.SELECTED DRAWING: Figure 1
【課題】施工性に優れ、工期の短縮が可能な二重矢板式水上構造物を提供する。【解決手段】幅方向両側に配置され、鋼管矢板12を連続して打設した鋼管矢板壁2を備えた壁体3,3と、幅方向両側の壁体3,3の上部間に架け渡されたプレキャストコンクリート製の床版4と、壁体3の上部と床版4の長さ方向端面4Tとの間にコンクリートを打設して形成した一次コンクリート打設部5及び二次コンクリート打設部6とを備える。床版4の長さ方向端面4Tに、壁体3の上面に載置する縦方向の孔あきジベル鋼板11を設けると共に、この孔あきジベル鋼板11は床版4の幅方向に間隔を置いて複数設けられているから、孔あきジベル鋼板11により床版4と二次コンクリート打設部6との一体化を図ることでき、プレキャストコンクリート製の床版4を用いることにより、施工性が向上し、工期の短縮が可能となる。【選択図】図1</description><subject>FIXED CONSTRUCTIONS</subject><subject>FOUNDATIONS</subject><subject>HYDRAULIC ENGINEERING</subject><subject>SOIL SHIFTING</subject><fulltext>true</fulltext><rsrctype>patent</rsrctype><creationdate>2022</creationdate><recordtype>patent</recordtype><sourceid>EVB</sourceid><recordid>eNrjZPB18Q918nFVCPZwdQ1RCPD0cdUNiQxwVXAMDHUM8XRWCA4JCnUOCQ1y1VFw9HNRcPb3g4h4-vsp-LqGePi7KPi7KYR4AE1w9HXlYWBNS8wpTuWF0twMSm6uIc4euqkF-fGpxQWJyal5qSXxXgFGBkZGhkaWZmZGjsZEKQIAPmEulQ</recordid><startdate>20220906</startdate><enddate>20220906</enddate><creator>YAMATANI HIROKI</creator><creator>KITAJIMA KANJI</creator><scope>EVB</scope></search><sort><creationdate>20220906</creationdate><title>DOUBLE SHEET PILE-TYPE AQUATIC STRUCTURE, AND CONSTRUCTION METHOD OF THE SAME</title><author>YAMATANI HIROKI ; KITAJIMA KANJI</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-epo_espacenet_JP2022129662A3</frbrgroupid><rsrctype>patents</rsrctype><prefilter>patents</prefilter><language>eng ; jpn</language><creationdate>2022</creationdate><topic>FIXED CONSTRUCTIONS</topic><topic>FOUNDATIONS</topic><topic>HYDRAULIC ENGINEERING</topic><topic>SOIL SHIFTING</topic><toplevel>online_resources</toplevel><creatorcontrib>YAMATANI HIROKI</creatorcontrib><creatorcontrib>KITAJIMA KANJI</creatorcontrib><collection>esp@cenet</collection></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext_linktorsrc</fulltext></delivery><addata><au>YAMATANI HIROKI</au><au>KITAJIMA KANJI</au><format>patent</format><genre>patent</genre><ristype>GEN</ristype><title>DOUBLE SHEET PILE-TYPE AQUATIC STRUCTURE, AND CONSTRUCTION METHOD OF THE SAME</title><date>2022-09-06</date><risdate>2022</risdate><abstract>To provide a double sheet pile-type aquatic structure which is excellent in workability and can shorten a construction period.SOLUTION: A double sheet pile-type aquatic structure comprises: wall bodies 3, 3 disposed at both sides in a width direction and comprising a steel pipe sheet pile wall 2 in which steel pipe sheet piles 12 are continuously installed; a precast concrete floor slab 4 stretched between upper parts of the wall bodies 3, 3 at both sides in the width direction; and a primary concrete installation portion 5 and a secondary concrete installation portion 6 formed by installing concrete between an upper part of the wall body 3 and an end face 4T in a longer direction of the floor slab 4. A vertical perforated dowel steel plate 11 mounted on an upper face of the wall body 3 is provided at the end face 4T in the longer direction of the floor slab 4, and a plurality of perforated dowel steel plates 11 are provided with an interval in the width direction of the floor slab 4, so the floor slab 4 and the secondary concrete installation portion 6 are integrated by the perforated dowel steel plate 11. A workability is improved and a construction period can be shortened by using the precast concrete floor slab 4.SELECTED DRAWING: Figure 1
【課題】施工性に優れ、工期の短縮が可能な二重矢板式水上構造物を提供する。【解決手段】幅方向両側に配置され、鋼管矢板12を連続して打設した鋼管矢板壁2を備えた壁体3,3と、幅方向両側の壁体3,3の上部間に架け渡されたプレキャストコンクリート製の床版4と、壁体3の上部と床版4の長さ方向端面4Tとの間にコンクリートを打設して形成した一次コンクリート打設部5及び二次コンクリート打設部6とを備える。床版4の長さ方向端面4Tに、壁体3の上面に載置する縦方向の孔あきジベル鋼板11を設けると共に、この孔あきジベル鋼板11は床版4の幅方向に間隔を置いて複数設けられているから、孔あきジベル鋼板11により床版4と二次コンクリート打設部6との一体化を図ることでき、プレキャストコンクリート製の床版4を用いることにより、施工性が向上し、工期の短縮が可能となる。【選択図】図1</abstract><oa>free_for_read</oa></addata></record> |
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subjects | FIXED CONSTRUCTIONS FOUNDATIONS HYDRAULIC ENGINEERING SOIL SHIFTING |
title | DOUBLE SHEET PILE-TYPE AQUATIC STRUCTURE, AND CONSTRUCTION METHOD OF THE SAME |
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