BRIDGE PIER CONSTRUCTION METHOD

To provide a bridge pier construction method capable of reducing the construction period for bridge construction.SOLUTION: A plurality of panel members 30 are prepared which are comprised of precast concrete having an outer panel 34, an inner panel 35, and a connecting panel 36, and integrated with...

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Hauptverfasser: SEKI MOZOMU, MURAO MITSUNORI
Format: Patent
Sprache:eng ; jpn
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Zusammenfassung:To provide a bridge pier construction method capable of reducing the construction period for bridge construction.SOLUTION: A plurality of panel members 30 are prepared which are comprised of precast concrete having an outer panel 34, an inner panel 35, and a connecting panel 36, and integrated with a reinforcing bar 38 (step ST1); the plurality of panel members 30 are disposed along the outline of a column body part 8 with a gap 41 opened at least in one place of a circumferential direction (step ST12); concrete is placed in a closed space 37 being the part other than the place with the gap 41 provided (step ST14); a column body intermediate body 48, being in an unfinished state, of the column body part 8 and having the gap 41 extended upward is constructed by repeating above step (step ST2); a column head 9 is constructed on the column body intermediate body 48 (step ST3); the gap 41 of the column body intermediate body 48 is filled to complete the column body part 8 (steps ST4 and ST7).SELECTED DRAWING: Figure 9 【課題】橋梁工事の工期を短縮できる橋脚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36を有し、鉄筋篭38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30を用意し(ステップST1)、柱本体部8の輪郭に沿って且つ少なくとも周方向の1箇所に隙間41を空けて、複数のパネル部材30を並べ(ステップST12)、隙間41が設けられた部分以外の閉空間37にコンクリートを打設し(ステップST14)、これを繰り返して、隙間41が上方へ延長された、柱本体部8の未完成状態である柱本体中間体48を構築し(ステップST2)、柱本体中間体48の上に柱頭部9を構築し(ステップST3)、柱本体中間体48の隙間41を間詰めして柱本体部8を完成させる(ステップST4、ST7)。【選択図】図9