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STEEL FRAME, CIVIL ENGINEERING STRUCTURE, AND CIVIL ENGINEERING STRUCTURE CONSTRUCTION METHOD
To reduce labor of construction by enabling a stage construction and a raising construction to be easily dealt with.SOLUTION: A steel frame (10) comprises: a front part (1), which is formed into rectangular shape by column materials (11) extending in a height direction and beam materials (12) extending in a width direction; a rear part (2), which is formed into a rectangular shape by column materials (21) extending in the height direction and beam materials (22) extending in the width direction and faces the front part (1); and connecting materials (31, 41) that connect the front part (1) and the rear part (2). The beam materials (12, 22) on the front part (1) and the rear part (2) and the connecting materials (31, 41) are connected to the column materials (11, 21) at positions so as not to protrude in the height direction from ends of the column materials (11, 21).SELECTED DRAWING: Figure 4
【課題】段階施工や嵩上げ施工にも簡単に対応できるようにして施工の手間を軽減する。【解決手段】鋼製枠(10)は、高さ方向に延びる柱材(11)と幅方向に延びる梁材(12)とによって矩形状に形成された前面部(1)と、高さ方向に延びる柱材(21)と幅方向に延びる梁材(22)とによって矩形状に形成され、前面部(1)に向かい合う後面部(2)と、前面部(1)と後面部(2)とを連結する繋ぎ材(31,41)と、を備えており、前面部(1)及び後面部(2)における梁材(12,22)と繋ぎ材(31,41)は、柱材(11,21)の端部から高さ方向に突出しない位置で柱材(11,21)に連結されている。【選択図】図4
STEEL FRAME, CIVIL ENGINEERING STRUCTURE, AND CIVIL ENGINEERING STRUCTURE CONSTRUCTION METHOD
To reduce labor of construction by enabling a stage construction and a raising construction to be easily dealt with.SOLUTION: A steel frame (10) comprises: a front part (1), which is formed into rectangular shape by column materials (11) extending in a height direction and beam materials (12) extending in a width direction; a rear part (2), which is formed into a rectangular shape by column materials (21) extending in the height direction and beam materials (22) extending in the width direction and faces the front part (1); and connecting materials (31, 41) that connect the front part (1) and the rear part (2). The beam materials (12, 22) on the front part (1) and the rear part (2) and the connecting materials (31, 41) are connected to the column materials (11, 21) at positions so as not to protrude in the height direction from ends of the column materials (11, 21).SELECTED DRAWING: Figure 4
【課題】段階施工や嵩上げ施工にも簡単に対応できるようにして施工の手間を軽減する。【解決手段】鋼製枠(10)は、高さ方向に延びる柱材(11)と幅方向に延びる梁材(12)とによって矩形状に形成された前面部(1)と、高さ方向に延びる柱材(21)と幅方向に延びる梁材(22)とによって矩形状に形成され、前面部(1)に向かい合う後面部(2)と、前面部(1)と後面部(2)とを連結する繋ぎ材(31,41)と、を備えており、前面部(1)及び後面部(2)における梁材(12,22)と繋ぎ材(31,41)は、柱材(11,21)の端部から高さ方向に突出しない位置で柱材(11,21)に連結されている。【選択図】図4
STEEL FRAME, CIVIL ENGINEERING STRUCTURE, AND CIVIL ENGINEERING STRUCTURE CONSTRUCTION METHOD
鋼製枠、土木構造物及び土木構造物を構築する方法
NOZAKI YUSUKE (Autor:in)
16.10.2023
Patent
Elektronische Ressource
Japanisch
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