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PCa WALL BALUSTRADE, WALL BALUSTRADE STRUCTURE, AND METHOD OF CONSTRUCTING WALL BALUSTRADE STRUCTURE
To provide a PCa wall balustrade, a wall balustrade structure, and a method of constructing the wall balustrade structure that can be constructed in a short period of time and has a low construction cost and manufacturing cost without the need to bolt the PCa wall balustrades to each other.SOLUTION: A precast reinforced concrete PCa wall balustrade 1 juxtaposed along an edge of a side end of a road floor slab includes: anchor holes 2 opened on a bottom surface for inserting anchor bolts (12) having an enlarged section formed at an end in the longitudinal direction; a spiral reinforcement (6) consisting of a spiral-shaped reinforcement buried around the anchor holes 2; a protrusion 3 formed on one end face in the width direction and a concave groove 4 formed on the other end face, which are fitted to the adjacent PCa wall balustrade 1 and serve as side shear keys. The adjacent PCa wall balustrades 1 are not connected via tensile members that transmit tensile force.SELECTED DRAWING: Figure 1
【課題】PCa壁高欄同士をボルト接合する必要がなく、短期間で施工可能で施工コスト及び製造コストが安いPCa壁高欄、壁高欄構造、及び壁高欄構造の構築方法を提供する。【解決手段】道路床版の側端部の縁に沿って並設されるプレキャスト鉄筋コンクリート製のPCa壁高欄1において、長手方向の端部に拡大部が形成されたアンカーボルト(12)を挿置するための底面に開口するアンカー孔2と、このアンカー孔2の周りに埋設された螺旋状の鉄筋からなるスパイラル筋(6)と、隣接するPCa壁高欄1と嵌合して側面せん断キーとなる幅方向の一方の端面に形成された凸条3及び他方の端面に形成された凹溝4と、を設け、隣接するPCa壁高欄1と引張力を伝達する引張部材を介して連結しない。【選択図】図1
PCa WALL BALUSTRADE, WALL BALUSTRADE STRUCTURE, AND METHOD OF CONSTRUCTING WALL BALUSTRADE STRUCTURE
To provide a PCa wall balustrade, a wall balustrade structure, and a method of constructing the wall balustrade structure that can be constructed in a short period of time and has a low construction cost and manufacturing cost without the need to bolt the PCa wall balustrades to each other.SOLUTION: A precast reinforced concrete PCa wall balustrade 1 juxtaposed along an edge of a side end of a road floor slab includes: anchor holes 2 opened on a bottom surface for inserting anchor bolts (12) having an enlarged section formed at an end in the longitudinal direction; a spiral reinforcement (6) consisting of a spiral-shaped reinforcement buried around the anchor holes 2; a protrusion 3 formed on one end face in the width direction and a concave groove 4 formed on the other end face, which are fitted to the adjacent PCa wall balustrade 1 and serve as side shear keys. The adjacent PCa wall balustrades 1 are not connected via tensile members that transmit tensile force.SELECTED DRAWING: Figure 1
【課題】PCa壁高欄同士をボルト接合する必要がなく、短期間で施工可能で施工コスト及び製造コストが安いPCa壁高欄、壁高欄構造、及び壁高欄構造の構築方法を提供する。【解決手段】道路床版の側端部の縁に沿って並設されるプレキャスト鉄筋コンクリート製のPCa壁高欄1において、長手方向の端部に拡大部が形成されたアンカーボルト(12)を挿置するための底面に開口するアンカー孔2と、このアンカー孔2の周りに埋設された螺旋状の鉄筋からなるスパイラル筋(6)と、隣接するPCa壁高欄1と嵌合して側面せん断キーとなる幅方向の一方の端面に形成された凸条3及び他方の端面に形成された凹溝4と、を設け、隣接するPCa壁高欄1と引張力を伝達する引張部材を介して連結しない。【選択図】図1
PCa WALL BALUSTRADE, WALL BALUSTRADE STRUCTURE, AND METHOD OF CONSTRUCTING WALL BALUSTRADE STRUCTURE
PCa壁高欄、壁高欄構造、及び壁高欄構造の構築方法
TAKAHASHI KENICHI (author) / KAMIYA YUJI (author) / SHOJI AKIO (author) / NAKAMURA TOSHIYUKI (author) / TADA YUKIO (author) / MATSUZAKI SUSUMU (author) / MIOKA ZENPEI (author)
2021-04-30
Patent
Electronic Resource
Japanese
IPC:
E01D
BRIDGES
,
Brücken
/
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.
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