Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
FORM STRUCTURE AND FORM INSTALLATION METHOD FOR COLUMNAR STRUCTURE
To improve workability and work efficiency and shorten a construction period and reduce cost for construction.SOLUTION: A form structure for a columnar structure comprises: a form unit 10 including a combination of a flat-plate buried concrete form plate 30 used for constructing a reinforced-concrete windmill foundation 2 with a polygonal cross-section and disposed on each side surface of the windmill foundation 2 constituting an outer peripheral wall 20 of the windmill foundation 2 and a cross member 40 detachably fixed to the outer surface 30a of the buried concrete form plate 30; and a cross joint member 50 that connects the cross members 40 of the adjacent form units 10.SELECTED DRAWING: Figure 1
【課題】施工性と作業効率を向上でき、施工にかかる工期やコストを低減できる。【解決手段】多角形断面からなる鉄筋コンクリート造の風車基礎２の施工に使用され、風車基礎２の外周壁２０を構成して風車基礎２の各側面に配置される平板状の埋設コンクリート型枠板３０と、埋設コンクリート型枠板３０の外面３０ａに着脱可能に固定された横材４０と、を組み合わせた型枠ユニット１０が設けられ、隣接する型枠ユニット１０の横材４０同士を接続する横継ぎ部材５０が設けられた構成の柱状構造物の型枠構造を提供する。【選択図】図１
FORM STRUCTURE AND FORM INSTALLATION METHOD FOR COLUMNAR STRUCTURE
To improve workability and work efficiency and shorten a construction period and reduce cost for construction.SOLUTION: A form structure for a columnar structure comprises: a form unit 10 including a combination of a flat-plate buried concrete form plate 30 used for constructing a reinforced-concrete windmill foundation 2 with a polygonal cross-section and disposed on each side surface of the windmill foundation 2 constituting an outer peripheral wall 20 of the windmill foundation 2 and a cross member 40 detachably fixed to the outer surface 30a of the buried concrete form plate 30; and a cross joint member 50 that connects the cross members 40 of the adjacent form units 10.SELECTED DRAWING: Figure 1
【課題】施工性と作業効率を向上でき、施工にかかる工期やコストを低減できる。【解決手段】多角形断面からなる鉄筋コンクリート造の風車基礎２の施工に使用され、風車基礎２の外周壁２０を構成して風車基礎２の各側面に配置される平板状の埋設コンクリート型枠板３０と、埋設コンクリート型枠板３０の外面３０ａに着脱可能に固定された横材４０と、を組み合わせた型枠ユニット１０が設けられ、隣接する型枠ユニット１０の横材４０同士を接続する横継ぎ部材５０が設けられた構成の柱状構造物の型枠構造を提供する。【選択図】図１
FORM STRUCTURE AND FORM INSTALLATION METHOD FOR COLUMNAR STRUCTURE
柱状構造物の型枠構造および型枠設置方法
YAMAMOTO YASUYUKI (Autor:in) / KONO SHIGEYUKI (Autor:in) / NAGURA KENJI (Autor:in) / KONUKI MASAHIRO (Autor:in) / KATO MASAHIRO (Autor:in) / OTA KEISUKE (Autor:in) / SAYAMA TAKAHIRO (Autor:in) / YOSHITAKE KENJI (Autor:in) / SAKUMA KIYOFUMI (Autor:in) / KUROSAKI HIROMI (Autor:in)
02.09.2024
Patent
Elektronische Ressource
Japanisch
IPC:
E04G
SCAFFOLDING
,
Baugerüste
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