FORMWORK FOR CONTINUOUS FOOTING AND CONSTRUCTION METHOD THEREOF

To provide a formwork for continuous footing capable of adjusting ground contact pressure of a footing corresponding to soil bearing capacity, a footing formwork of which is not bulky.SOLUTION: A formwork 100 for continuous footing is provided with: a base 110; a standing formwork 130 supported on t...

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Bibliographische Detailangaben
Hauptverfasser:	MIHEI RYOKO, MATSUBARA YOSHIYUKI, SUMITOMO YOSHINORI
Format:	Patent
Sprache:	eng ; jpn
Schlagworte:	BUILDING BUILDING IMPLEMENTS OR OTHER BUILDING AIDS, OR THEIRUSE EMBANKMENTS EXCAVATIONS FIXED CONSTRUCTIONS FORMS FOUNDATIONS HANDLING BUILDING MATERIALS ON THE SITE HYDRAULIC ENGINEERING REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTINGBUILDINGS SCAFFOLDING SHUTTERING SOIL SHIFTING UNDERGROUND OR UNDERWATER STRUCTURES
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Beschreibung
Zusammenfassung:	To provide a formwork for continuous footing capable of adjusting ground contact pressure of a footing corresponding to soil bearing capacity, a footing formwork of which is not bulky.SOLUTION: A formwork 100 for continuous footing is provided with: a base 110; a standing formwork 130 supported on the base 110; a footing formwork 140 in a bendable plate-like shape; guide members 120 extending in both side directions from the base 110. The footing formwork 140 is configured to form a bending shape projecting upward as an upper end part thereof is fixed on the base 110 or the standing formwork 130 and a lower end thereof is fixed on the guide member 120.SELECTED DRAWING: Figure 4 【課題】フーチング型枠が嵩張らず、且つ地盤の地耐力に応じたフーチングの接地圧を調整可能な布基礎の型枠を提供すること。【解決手段】布基礎の型枠１００は、ベース１１０と、ベース１１０に支持される立ち上がり型枠１３０と、湾曲可能な平板形状のフーチング型枠１４０と、ベース１１０から両側方へそれぞれ延びるガイド部材１２０と、を備える。フーチング型枠１４０は、上端部がベース１１０又は立ち上がり型枠１３０に固定され、下端部がガイド部材１２０に固定されることによって、上方へ膨出するように湾曲した状態となる。【選択図】図４