Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
COVERING METHOD OF UNDERGROUND STRUCTURE AND COVERING STRUCTURE OF UNDERGROUND STRUCTURE
PROBLEM TO BE SOLVED: To restrain the occurrence of wrinkles on a covering surface after covering an inner surface of including a bottom part of an underground structure, on a covering method of the underground structure for providing a groove for forming a flow passage in the bottom part.SOLUTION: A covering method comprises an uncured covering material laying process of laying an uncured covering material 11' impregnated with an uncured resin from the inside over a bottom part 51 from an upper position than the lower end of a vertical wall 501, a forming member arranging process of arranging forming members 21 and 22 harder than the uncured covering member 11' in a position of a shape by following after the shape of a part or the whole over the bottom part 51 from the position in the vertical wall 501 on the inside of the uncured covering member 11' and a curing process of curing the uncured resin, and construction is completed while making the forming members 21 and 22 exist as it is together with a cured covering member of curing the uncured resin by executing the curing process.SELECTED DRAWING: Figure 6
【課題】流路を形成する溝が底部に設けられた地下構造物の被覆工法等に関し、地下構造物の底部を含めた内面を被覆した後の被覆表面にシワが発生することを抑える。【解決手段】縦壁５０１の下端よりも上方の位置から底部５１にかけて、未硬化の樹脂が含浸された未硬化被覆部材１１’を内側から敷設する未硬化被覆部材敷設工程と、未硬化被覆部材１１’よりも内側に、縦壁５０１における前記位置から底部５１にかけての一部又は全部の形状に倣った、未硬化被覆部材１１’よりも硬質な形成部材２１，２２を、該形状の位置に配置する形成部材配置工程と、未硬化の樹脂を硬化させる硬化工程とを有し、形成部材２１，２２を、硬化工程を実施することで未硬化の樹脂が硬化した硬化被覆部材とともに存置したまま施工完了とする。【選択図】図６
COVERING METHOD OF UNDERGROUND STRUCTURE AND COVERING STRUCTURE OF UNDERGROUND STRUCTURE
PROBLEM TO BE SOLVED: To restrain the occurrence of wrinkles on a covering surface after covering an inner surface of including a bottom part of an underground structure, on a covering method of the underground structure for providing a groove for forming a flow passage in the bottom part.SOLUTION: A covering method comprises an uncured covering material laying process of laying an uncured covering material 11' impregnated with an uncured resin from the inside over a bottom part 51 from an upper position than the lower end of a vertical wall 501, a forming member arranging process of arranging forming members 21 and 22 harder than the uncured covering member 11' in a position of a shape by following after the shape of a part or the whole over the bottom part 51 from the position in the vertical wall 501 on the inside of the uncured covering member 11' and a curing process of curing the uncured resin, and construction is completed while making the forming members 21 and 22 exist as it is together with a cured covering member of curing the uncured resin by executing the curing process.SELECTED DRAWING: Figure 6
【課題】流路を形成する溝が底部に設けられた地下構造物の被覆工法等に関し、地下構造物の底部を含めた内面を被覆した後の被覆表面にシワが発生することを抑える。【解決手段】縦壁５０１の下端よりも上方の位置から底部５１にかけて、未硬化の樹脂が含浸された未硬化被覆部材１１’を内側から敷設する未硬化被覆部材敷設工程と、未硬化被覆部材１１’よりも内側に、縦壁５０１における前記位置から底部５１にかけての一部又は全部の形状に倣った、未硬化被覆部材１１’よりも硬質な形成部材２１，２２を、該形状の位置に配置する形成部材配置工程と、未硬化の樹脂を硬化させる硬化工程とを有し、形成部材２１，２２を、硬化工程を実施することで未硬化の樹脂が硬化した硬化被覆部材とともに存置したまま施工完了とする。【選択図】図６
COVERING METHOD OF UNDERGROUND STRUCTURE AND COVERING STRUCTURE OF UNDERGROUND STRUCTURE
地下構造物の被覆工法および地下構造物の被覆構造
UMEDA TAKAYOSHI (Autor:in)
31.08.2017
Patent
Elektronische Ressource
Japanisch
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