A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
PROBLEM TO BE SOLVED: To provide a shed capable of being easily installed on site and having higher strength against an impact of a sediment collapse and others.SOLUTION: A shed has multiple receiving beams 12, which are placed in width direction of a passage T at an upper side of the passage T leaving a predetermined distance between the receiving beams in lengthwise direction of the passage T. The shed has a floor slab layer 20 covering the upper side of the passage T by installing multiple precast floor slabs 22 between top faces of the receiving beams 12. The shed has a cast-in-place concrete layer 40, which is installed on the top face of the floor slab layer 20. The precast floor slab 22 comprises a concrete main body 24 in substantially rectangle shape and a reinforcing plate 26 that is stood inside the concrete main body 24. The plate 26 is installed between the receiving beams 12 in a state where the precast floor slab 22 is installed on the receiving beam 12.SELECTED DRAWING: Figure 4
【課題】現場での施工が容易で、土砂崩落等の衝撃に対してより高い強度を有するシェッドを提供する。【解決手段】通路Ｔ上方に通路Ｔの幅方向に配され、通路Ｔの長さ方向に所定の間隔を空けて設置された複数の受け梁１２を備える。各受け梁１２の上面間に複数のプレキャスト床版２２を架設することによって、通路Ｔ上方を覆う床版層２０を備える。床版層２０の上面に打設された現場打ちコンクリート層４０を有する。プレキャスト床版２２は、略長方形のコンクリート本体２４と、コンクリート本体２４内に立てて配された補強用のプレート２６とで構成される。プレキャスト床版２２が受け梁１２に架設された状態で、プレート２６が前記各受け梁１２間に架設される。【選択図】図４
PROBLEM TO BE SOLVED: To provide a shed capable of being easily installed on site and having higher strength against an impact of a sediment collapse and others.SOLUTION: A shed has multiple receiving beams 12, which are placed in width direction of a passage T at an upper side of the passage T leaving a predetermined distance between the receiving beams in lengthwise direction of the passage T. The shed has a floor slab layer 20 covering the upper side of the passage T by installing multiple precast floor slabs 22 between top faces of the receiving beams 12. The shed has a cast-in-place concrete layer 40, which is installed on the top face of the floor slab layer 20. The precast floor slab 22 comprises a concrete main body 24 in substantially rectangle shape and a reinforcing plate 26 that is stood inside the concrete main body 24. The plate 26 is installed between the receiving beams 12 in a state where the precast floor slab 22 is installed on the receiving beam 12.SELECTED DRAWING: Figure 4
【課題】現場での施工が容易で、土砂崩落等の衝撃に対してより高い強度を有するシェッドを提供する。【解決手段】通路Ｔ上方に通路Ｔの幅方向に配され、通路Ｔの長さ方向に所定の間隔を空けて設置された複数の受け梁１２を備える。各受け梁１２の上面間に複数のプレキャスト床版２２を架設することによって、通路Ｔ上方を覆う床版層２０を備える。床版層２０の上面に打設された現場打ちコンクリート層４０を有する。プレキャスト床版２２は、略長方形のコンクリート本体２４と、コンクリート本体２４内に立てて配された補強用のプレート２６とで構成される。プレキャスト床版２２が受け梁１２に架設された状態で、プレート２６が前記各受け梁１２間に架設される。【選択図】図４
SHED
シェッド
HOSOKAWA YUTAKA (author)
2016-04-14
Patent
Electronic Resource
Japanese
IPC:
E01F
ADDITIONAL WORK, SUCH AS EQUIPPING ROADS OR THE CONSTRUCTION OF PLATFORMS, HELICOPTER LANDING STAGES, SIGNS, SNOW FENCES, OR THE LIKE
,
Zusätzliche Baumaßnahmen, wie die Ausstattung von Straßen oder die bauliche Ausbildung von Bahnsteigen, Landeplätzen für Hubschrauber, Wegweisern, Schneezäunen oder dgl.