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BRIDGE PIER AND CONSTRUCTION METHOD THEREOF
PROBLEM TO BE SOLVED: To provide a bridge pier and a construction method thereof which can reduce a term of work.SOLUTION: A plurality of panel members 33 made of precast concrete, having an outside panel 34, an inside panel 35, and a connection panel part 36, and having an integrated reinforcement bar basket 30 including a plurality of band reinforcing bars 26 and a plurality of intermediate band reinforcement 23, is arranged so that a main reinforcing bar 21 is arranged inside thereof and a spacing 37 is provided in a circumferential direction. Band reinforcing bars 26 in a pair adjacent to each other in a circumferential direction are connected to each other by a band reinforcement connection part 27 via a mechanical joint 29, an outer joint panel 38 is provided between outside panels 34 in a pair, an inner joint panel 39 is provided between the inside panel 35. A cast-in-place concrete part 32 is formed between the outside panel 34 and the inside panel 35, and between the outer joint panel 38 and the inner joint panel 39 using the panels as a mold frame to construct a bridge pier 2.SELECTED DRAWING: Figure 3
【課題】工期を短縮できる橋脚及びその構築方法を提供する。【解決手段】外側パネル34、内側パネル35及び連結パネル部36を有し、複数の帯鉄筋26及び複数の中間帯鉄筋23を含む鉄筋篭30が一体化されたプレキャストコンクリートからなる複数のパネル部材33は、内部に主鉄筋21が配置されるように且つ周方向に隙間37を空けて配置される。周方向に互いに隣接する1対の帯鉄筋26同士は帯鉄筋連結部27によって機械継手29を介して連結され、1対の外側パネル34間には外側継手パネル38が設けられ、1対の内側パネル35間には内側継手パネル39が設けられる。外側パネル34及び内側パネル35間、並びに外側継手パネル38及び内側継手パネル39間に、これらを型枠として現場打ちコンクリート部32が形成され、橋脚2が構築される。【選択図】図3
BRIDGE PIER AND CONSTRUCTION METHOD THEREOF
PROBLEM TO BE SOLVED: To provide a bridge pier and a construction method thereof which can reduce a term of work.SOLUTION: A plurality of panel members 33 made of precast concrete, having an outside panel 34, an inside panel 35, and a connection panel part 36, and having an integrated reinforcement bar basket 30 including a plurality of band reinforcing bars 26 and a plurality of intermediate band reinforcement 23, is arranged so that a main reinforcing bar 21 is arranged inside thereof and a spacing 37 is provided in a circumferential direction. Band reinforcing bars 26 in a pair adjacent to each other in a circumferential direction are connected to each other by a band reinforcement connection part 27 via a mechanical joint 29, an outer joint panel 38 is provided between outside panels 34 in a pair, an inner joint panel 39 is provided between the inside panel 35. A cast-in-place concrete part 32 is formed between the outside panel 34 and the inside panel 35, and between the outer joint panel 38 and the inner joint panel 39 using the panels as a mold frame to construct a bridge pier 2.SELECTED DRAWING: Figure 3
【課題】工期を短縮できる橋脚及びその構築方法を提供する。【解決手段】外側パネル34、内側パネル35及び連結パネル部36を有し、複数の帯鉄筋26及び複数の中間帯鉄筋23を含む鉄筋篭30が一体化されたプレキャストコンクリートからなる複数のパネル部材33は、内部に主鉄筋21が配置されるように且つ周方向に隙間37を空けて配置される。周方向に互いに隣接する1対の帯鉄筋26同士は帯鉄筋連結部27によって機械継手29を介して連結され、1対の外側パネル34間には外側継手パネル38が設けられ、1対の内側パネル35間には内側継手パネル39が設けられる。外側パネル34及び内側パネル35間、並びに外側継手パネル38及び内側継手パネル39間に、これらを型枠として現場打ちコンクリート部32が形成され、橋脚2が構築される。【選択図】図3
BRIDGE PIER AND CONSTRUCTION METHOD THEREOF
橋脚及びその構築方法
MURAO MITSUNORI (Autor:in) / TOMIYAMA SHIGEKI (Autor:in) / SEKI MOZOMU (Autor:in)
30.08.2018
Patent
Elektronische Ressource
Japanisch
IPC:
E01D
BRIDGES
,
Brücken
PIER, PIER CONSTRUCTION METHOD, BRIDGE RECONSTRUCTION METHOD AND BRIDGE CONSTRUCTION METHOD
Europäisches Patentamt | 2021
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