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REINFORCEMENT TRUSS AND DECK PANEL
To provide a reinforcement truss and a deck panel which can reduce the weight, improve the efficiency of the concrete filling work, and suppress the bulkiness in the transportation.SOLUTION: A reinforcement truss 2 comprises: a linear first main reinforcement 10; a pair of wave-shaped lattice materials 30 in which a first inflection part 31 and a second inflection part 32 are repeated in the longitudinal direction and which faces each other so as to sandwich the first main reinforcement 10 from both sides in the width direction intersecting the direction in which the first main reinforcement 10 extends; and a linear second main reinforcement 20 which is apart on the lower side of the first main reinforcement 10 and contacts one lattice material 30 of the pair of lattice materials 30. The first main reinforcement 10 is joined to the pair of lattice materials 30 in a first joint portion 33. The second main reinforcement 20 is joined to one lattice material 30 in a second joint portion 34 set in a portion where the second main reinforcement and an intermediate portion between the first inflection part 31 and the second inflection part 32 of the one lattice material 30 contact each other.SELECTED DRAWING: Figure 1
【課題】軽量化、コンクリート充填作業の効率化及び運搬時の嵩張り抑制を図ることができる鉄筋トラス及びデッキパネルを提供する。【解決手段】鉄筋トラス2は、線状の第1主筋10と、長さ方向に第1変曲部31と第2変曲部32を互いに繰り返す波形状であって、第1主筋10を、第1主筋10が伸びる方向と交差する幅方向の両側から挟むように互いに対向する一対のラチス材30と、第1主筋10の下方側に離間し、一対のラチス材30のうちいずれか一方のラチス材30と接する線状の第2主筋20とを有する。第1主筋10は、一対のラチス材30と第1接合部位33において接合され、第2主筋20は、一対のラチス材30のうち、いずれか一方のラチス材30の第1変曲部31と第2変曲部32の間に設定された第2接合部位34において接合される。【選択図】図1
REINFORCEMENT TRUSS AND DECK PANEL
To provide a reinforcement truss and a deck panel which can reduce the weight, improve the efficiency of the concrete filling work, and suppress the bulkiness in the transportation.SOLUTION: A reinforcement truss 2 comprises: a linear first main reinforcement 10; a pair of wave-shaped lattice materials 30 in which a first inflection part 31 and a second inflection part 32 are repeated in the longitudinal direction and which faces each other so as to sandwich the first main reinforcement 10 from both sides in the width direction intersecting the direction in which the first main reinforcement 10 extends; and a linear second main reinforcement 20 which is apart on the lower side of the first main reinforcement 10 and contacts one lattice material 30 of the pair of lattice materials 30. The first main reinforcement 10 is joined to the pair of lattice materials 30 in a first joint portion 33. The second main reinforcement 20 is joined to one lattice material 30 in a second joint portion 34 set in a portion where the second main reinforcement and an intermediate portion between the first inflection part 31 and the second inflection part 32 of the one lattice material 30 contact each other.SELECTED DRAWING: Figure 1
【課題】軽量化、コンクリート充填作業の効率化及び運搬時の嵩張り抑制を図ることができる鉄筋トラス及びデッキパネルを提供する。【解決手段】鉄筋トラス2は、線状の第1主筋10と、長さ方向に第1変曲部31と第2変曲部32を互いに繰り返す波形状であって、第1主筋10を、第1主筋10が伸びる方向と交差する幅方向の両側から挟むように互いに対向する一対のラチス材30と、第1主筋10の下方側に離間し、一対のラチス材30のうちいずれか一方のラチス材30と接する線状の第2主筋20とを有する。第1主筋10は、一対のラチス材30と第1接合部位33において接合され、第2主筋20は、一対のラチス材30のうち、いずれか一方のラチス材30の第1変曲部31と第2変曲部32の間に設定された第2接合部位34において接合される。【選択図】図1
REINFORCEMENT TRUSS AND DECK PANEL
鉄筋トラス及びデッキパネル
KUGIMIYA YUKIHIRO (Autor:in)
26.08.2021
Patent
Elektronische Ressource
Japanisch
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