Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
REINFORCEMENT STRUCTURE, INSTALLATION METHOD OF DECK PLATE AND CONSTRUCTION METHOD OF REINFORCEMENT CONCRETE STRUCTURE
To provide a reinforcement structure excellent in loading efficiency and installation workability.SOLUTION: In the installation method of a deck plate, lower reinforcements 9 at both ends of a reinforcement member 5 are arranged respectively on spacers 13 and handled such that upper reinforcements 7 are lowered through expanding an interval between the lower reinforcements 9. Next, the upper reinforcements 7 can be moved above a plate 3 through sliding the lower reinforcements 9 to be closer to each other on the plate 3 by pulling cross reinforcements 6 upward from a state in which the reinforcement members 5 are folded relative to the plate 3. At this time, the cross reinforcements 6 are arranged over the upper reinforcements 7 of a plurality of reinforcement members 5 and are connected with each of the upper reinforcements 7. Therefore, the upper reinforcements 7 of the plurality of the reinforcement members 5 can be easily and integrally lifted up, for example, by concurrently lifting the plurality of the cross reinforcements 6.SELECTED DRAWING: Figure 3
【課題】 積載効率が高く、設置作業性が良好な鉄筋構造体等を提供する。【解決手段】 運搬時等においては、鉄筋部材５の両端部の下部鉄筋９が、それぞれスペーサ１３上に配置され、下部鉄筋９同士の間隔を広げて、上部鉄筋７が下がった状態となるようにした状態で取り扱われる。次に、鉄筋部材５がプレート３に対して折り畳まれた状態から、交差鉄筋６を上方に引き上げることで、下部鉄筋９同士が近づくようにプレート３上でスライドして、上部鉄筋７をプレート３の上方に移動させることができる。この際、交差鉄筋６は、複数の鉄筋部材５の上部鉄筋７にまたがるようにして配置され、それぞれの上部鉄筋７と連結している。このため、例えば、複数本の交差鉄筋６を同時に引き上げることで、複数の鉄筋部材５の上部鉄筋７を一括して容易に上方に引き上げることができる。【選択図】図３
REINFORCEMENT STRUCTURE, INSTALLATION METHOD OF DECK PLATE AND CONSTRUCTION METHOD OF REINFORCEMENT CONCRETE STRUCTURE
To provide a reinforcement structure excellent in loading efficiency and installation workability.SOLUTION: In the installation method of a deck plate, lower reinforcements 9 at both ends of a reinforcement member 5 are arranged respectively on spacers 13 and handled such that upper reinforcements 7 are lowered through expanding an interval between the lower reinforcements 9. Next, the upper reinforcements 7 can be moved above a plate 3 through sliding the lower reinforcements 9 to be closer to each other on the plate 3 by pulling cross reinforcements 6 upward from a state in which the reinforcement members 5 are folded relative to the plate 3. At this time, the cross reinforcements 6 are arranged over the upper reinforcements 7 of a plurality of reinforcement members 5 and are connected with each of the upper reinforcements 7. Therefore, the upper reinforcements 7 of the plurality of the reinforcement members 5 can be easily and integrally lifted up, for example, by concurrently lifting the plurality of the cross reinforcements 6.SELECTED DRAWING: Figure 3
【課題】 積載効率が高く、設置作業性が良好な鉄筋構造体等を提供する。【解決手段】 運搬時等においては、鉄筋部材５の両端部の下部鉄筋９が、それぞれスペーサ１３上に配置され、下部鉄筋９同士の間隔を広げて、上部鉄筋７が下がった状態となるようにした状態で取り扱われる。次に、鉄筋部材５がプレート３に対して折り畳まれた状態から、交差鉄筋６を上方に引き上げることで、下部鉄筋９同士が近づくようにプレート３上でスライドして、上部鉄筋７をプレート３の上方に移動させることができる。この際、交差鉄筋６は、複数の鉄筋部材５の上部鉄筋７にまたがるようにして配置され、それぞれの上部鉄筋７と連結している。このため、例えば、複数本の交差鉄筋６を同時に引き上げることで、複数の鉄筋部材５の上部鉄筋７を一括して容易に上方に引き上げることができる。【選択図】図３
REINFORCEMENT STRUCTURE, INSTALLATION METHOD OF DECK PLATE AND CONSTRUCTION METHOD OF REINFORCEMENT CONCRETE STRUCTURE
鉄筋構造体、デッキプレートの設置方法及び鉄筋コンクリート構造の施工方法
INABA KATSUYA (Autor:in) / ITAKURA SHUHEI (Autor:in)
31.08.2020
Patent
Elektronische Ressource
Japanisch
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