CONSTRUCTION METHOD OF REINFORCEMENT STRUCTURE FOR EROSION CONTROL DAM, AND REINFORCEMENT STRUCTURE OF EROSION CONTROL DAM

To provide a construction method of a reinforcement structure for an erosion control dam that enhances abrasion resistance and impact resistance of a top edge surface of the erosion control dam and is compatible with unmanned construction.SOLUTION: A reinforcement structure 3 includes a first steel...

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Hauptverfasser: NISHIMURA YOSHIKI, KITAGUCHI SHIGEO, NARUMI MASATOSHI
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creator NISHIMURA YOSHIKI
KITAGUCHI SHIGEO
NARUMI MASATOSHI
description To provide a construction method of a reinforcement structure for an erosion control dam that enhances abrasion resistance and impact resistance of a top edge surface of the erosion control dam and is compatible with unmanned construction.SOLUTION: A reinforcement structure 3 includes a first steel member 61 and first elastic members 51a, 51b that form a dam-like body, the first steel member being installed on a top edge surface 37 of an erosion control dam 5 and the first elastic members surrounding a side surface of the first steel member 61. The reinforcement structure further includes concrete 91 placed on the top edge surface 37, and a protection member 8 installed on the concrete 91. The protection member 8 comprises a second steel member 15 made of an L-shaped member, and a second elastic member 52 fixed on the second steel member 15. The protection member 8 is installed by descending onto the first steel member 61 and the concrete 91 before curing, from a position indicated by a two-dot chain line. The configuration enables installation of the protection member 8 using a helicopter and the like, at the same time enhancing safety and reliability of construction work for the reinforcement structure 3, and making the construction method compatible with unmanned construction.SELECTED DRAWING: Figure 9 【課題】 砂防堰堤の天端面の耐摩耗性及び耐衝撃性を向上させると共に、無人化施工に対応することの出来る砂防堰堤の補強構造体の施工方法を提供する。【解決手段】 補強構造体3は、堰状体を構成する、砂防堰堤5の天端面37上に設置された第1鋼製部材61と、第1鋼製部材61の側面を囲う第1弾性部材51a、51bとを備えている。更に、天端面37上に設置されたコンクリート91と、コンクリート91に設置された保護部材8とを備えている。保護部材8は、L型部材よりなる第2鋼製部材15と、第2鋼製部材15上に固定された第2弾性部材52とから構成されている。そして、保護部材8は、第1鋼製部材61及び硬化前のコンクリート91に、二点鎖線で示した位置から降下させて設置する。従って、ヘリコプター等での保護部材8の設置が可能となり、補強構造体3の施工の安全性及び信頼性が向上すると共に、無人化施工に適した施工方法となる。【選択図】 図9
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The reinforcement structure further includes concrete 91 placed on the top edge surface 37, and a protection member 8 installed on the concrete 91. The protection member 8 comprises a second steel member 15 made of an L-shaped member, and a second elastic member 52 fixed on the second steel member 15. The protection member 8 is installed by descending onto the first steel member 61 and the concrete 91 before curing, from a position indicated by a two-dot chain line. The configuration enables installation of the protection member 8 using a helicopter and the like, at the same time enhancing safety and reliability of construction work for the reinforcement structure 3, and making the construction method compatible with unmanned construction.SELECTED DRAWING: Figure 9 【課題】 砂防堰堤の天端面の耐摩耗性及び耐衝撃性を向上させると共に、無人化施工に対応することの出来る砂防堰堤の補強構造体の施工方法を提供する。【解決手段】 補強構造体3は、堰状体を構成する、砂防堰堤5の天端面37上に設置された第1鋼製部材61と、第1鋼製部材61の側面を囲う第1弾性部材51a、51bとを備えている。更に、天端面37上に設置されたコンクリート91と、コンクリート91に設置された保護部材8とを備えている。保護部材8は、L型部材よりなる第2鋼製部材15と、第2鋼製部材15上に固定された第2弾性部材52とから構成されている。そして、保護部材8は、第1鋼製部材61及び硬化前のコンクリート91に、二点鎖線で示した位置から降下させて設置する。従って、ヘリコプター等での保護部材8の設置が可能となり、補強構造体3の施工の安全性及び信頼性が向上すると共に、無人化施工に適した施工方法となる。【選択図】 図9</description><language>eng ; jpn</language><subject>FIXED CONSTRUCTIONS ; FOUNDATIONS ; HYDRAULIC ENGINEERING ; SOIL SHIFTING</subject><creationdate>2020</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&amp;date=20201001&amp;DB=EPODOC&amp;CC=JP&amp;NR=2020159189A$$EHTML$$P50$$Gepo$$Hfree_for_read</linktohtml><link.rule.ids>230,308,777,882,25545,76296</link.rule.ids><linktorsrc>$$Uhttps://worldwide.espacenet.com/publicationDetails/biblio?FT=D&amp;date=20201001&amp;DB=EPODOC&amp;CC=JP&amp;NR=2020159189A$$EView_record_in_European_Patent_Office$$FView_record_in_$$GEuropean_Patent_Office$$Hfree_for_read</linktorsrc></links><search><creatorcontrib>NISHIMURA YOSHIKI</creatorcontrib><creatorcontrib>KITAGUCHI SHIGEO</creatorcontrib><creatorcontrib>NARUMI MASATOSHI</creatorcontrib><title>CONSTRUCTION METHOD OF REINFORCEMENT STRUCTURE FOR EROSION CONTROL DAM, AND REINFORCEMENT STRUCTURE OF EROSION CONTROL DAM</title><description>To provide a construction method of a reinforcement structure for an erosion control dam that enhances abrasion resistance and impact resistance of a top edge surface of the erosion control dam and is compatible with unmanned construction.SOLUTION: A reinforcement structure 3 includes a first steel member 61 and first elastic members 51a, 51b that form a dam-like body, the first steel member being installed on a top edge surface 37 of an erosion control dam 5 and the first elastic members surrounding a side surface of the first steel member 61. The reinforcement structure further includes concrete 91 placed on the top edge surface 37, and a protection member 8 installed on the concrete 91. The protection member 8 comprises a second steel member 15 made of an L-shaped member, and a second elastic member 52 fixed on the second steel member 15. The protection member 8 is installed by descending onto the first steel member 61 and the concrete 91 before curing, from a position indicated by a two-dot chain line. The configuration enables installation of the protection member 8 using a helicopter and the like, at the same time enhancing safety and reliability of construction work for the reinforcement structure 3, and making the construction method compatible with unmanned construction.SELECTED DRAWING: Figure 9 【課題】 砂防堰堤の天端面の耐摩耗性及び耐衝撃性を向上させると共に、無人化施工に対応することの出来る砂防堰堤の補強構造体の施工方法を提供する。【解決手段】 補強構造体3は、堰状体を構成する、砂防堰堤5の天端面37上に設置された第1鋼製部材61と、第1鋼製部材61の側面を囲う第1弾性部材51a、51bとを備えている。更に、天端面37上に設置されたコンクリート91と、コンクリート91に設置された保護部材8とを備えている。保護部材8は、L型部材よりなる第2鋼製部材15と、第2鋼製部材15上に固定された第2弾性部材52とから構成されている。そして、保護部材8は、第1鋼製部材61及び硬化前のコンクリート91に、二点鎖線で示した位置から降下させて設置する。従って、ヘリコプター等での保護部材8の設置が可能となり、補強構造体3の施工の安全性及び信頼性が向上すると共に、無人化施工に適した施工方法となる。【選択図】 図9</description><subject>FIXED CONSTRUCTIONS</subject><subject>FOUNDATIONS</subject><subject>HYDRAULIC ENGINEERING</subject><subject>SOIL SHIFTING</subject><fulltext>true</fulltext><rsrctype>patent</rsrctype><creationdate>2020</creationdate><recordtype>patent</recordtype><sourceid>EVB</sourceid><recordid>eNrjZKhy9vcLDgkKdQ7x9PdT8HUN8fB3UfB3Uwhy9fRz8w9ydvV19QtRgKgIDXJVAIopuAb5B4NUA7WGBPn7KLg4-uooOPq54NQENA-LHh4G1rTEnOJUXijNzaDk5hri7KGbWpAfn1pckJicmpdaEu8VYGRgZGBoamloYeloTJQiAO7lO6M</recordid><startdate>20201001</startdate><enddate>20201001</enddate><creator>NISHIMURA YOSHIKI</creator><creator>KITAGUCHI SHIGEO</creator><creator>NARUMI MASATOSHI</creator><scope>EVB</scope></search><sort><creationdate>20201001</creationdate><title>CONSTRUCTION METHOD OF REINFORCEMENT STRUCTURE FOR EROSION CONTROL DAM, AND REINFORCEMENT STRUCTURE OF EROSION CONTROL DAM</title><author>NISHIMURA YOSHIKI ; KITAGUCHI SHIGEO ; NARUMI MASATOSHI</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-epo_espacenet_JP2020159189A3</frbrgroupid><rsrctype>patents</rsrctype><prefilter>patents</prefilter><language>eng ; jpn</language><creationdate>2020</creationdate><topic>FIXED CONSTRUCTIONS</topic><topic>FOUNDATIONS</topic><topic>HYDRAULIC ENGINEERING</topic><topic>SOIL SHIFTING</topic><toplevel>online_resources</toplevel><creatorcontrib>NISHIMURA YOSHIKI</creatorcontrib><creatorcontrib>KITAGUCHI SHIGEO</creatorcontrib><creatorcontrib>NARUMI MASATOSHI</creatorcontrib><collection>esp@cenet</collection></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext_linktorsrc</fulltext></delivery><addata><au>NISHIMURA YOSHIKI</au><au>KITAGUCHI SHIGEO</au><au>NARUMI MASATOSHI</au><format>patent</format><genre>patent</genre><ristype>GEN</ristype><title>CONSTRUCTION METHOD OF REINFORCEMENT STRUCTURE FOR EROSION CONTROL DAM, AND REINFORCEMENT STRUCTURE OF EROSION CONTROL DAM</title><date>2020-10-01</date><risdate>2020</risdate><abstract>To provide a construction method of a reinforcement structure for an erosion control dam that enhances abrasion resistance and impact resistance of a top edge surface of the erosion control dam and is compatible with unmanned construction.SOLUTION: A reinforcement structure 3 includes a first steel member 61 and first elastic members 51a, 51b that form a dam-like body, the first steel member being installed on a top edge surface 37 of an erosion control dam 5 and the first elastic members surrounding a side surface of the first steel member 61. The reinforcement structure further includes concrete 91 placed on the top edge surface 37, and a protection member 8 installed on the concrete 91. The protection member 8 comprises a second steel member 15 made of an L-shaped member, and a second elastic member 52 fixed on the second steel member 15. The protection member 8 is installed by descending onto the first steel member 61 and the concrete 91 before curing, from a position indicated by a two-dot chain line. The configuration enables installation of the protection member 8 using a helicopter and the like, at the same time enhancing safety and reliability of construction work for the reinforcement structure 3, and making the construction method compatible with unmanned construction.SELECTED DRAWING: Figure 9 【課題】 砂防堰堤の天端面の耐摩耗性及び耐衝撃性を向上させると共に、無人化施工に対応することの出来る砂防堰堤の補強構造体の施工方法を提供する。【解決手段】 補強構造体3は、堰状体を構成する、砂防堰堤5の天端面37上に設置された第1鋼製部材61と、第1鋼製部材61の側面を囲う第1弾性部材51a、51bとを備えている。更に、天端面37上に設置されたコンクリート91と、コンクリート91に設置された保護部材8とを備えている。保護部材8は、L型部材よりなる第2鋼製部材15と、第2鋼製部材15上に固定された第2弾性部材52とから構成されている。そして、保護部材8は、第1鋼製部材61及び硬化前のコンクリート91に、二点鎖線で示した位置から降下させて設置する。従って、ヘリコプター等での保護部材8の設置が可能となり、補強構造体3の施工の安全性及び信頼性が向上すると共に、無人化施工に適した施工方法となる。【選択図】 図9</abstract><oa>free_for_read</oa></addata></record>
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subjects FIXED CONSTRUCTIONS
FOUNDATIONS
HYDRAULIC ENGINEERING
SOIL SHIFTING
title CONSTRUCTION METHOD OF REINFORCEMENT STRUCTURE FOR EROSION CONTROL DAM, AND REINFORCEMENT STRUCTURE OF EROSION CONTROL DAM
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