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A platform for research: civil engineering, architecture and urbanism
PRECAST FOUNDATION STRUCTURE AND CONSTRUCTION METHOD OF PRECAST FOUNDATION STRUCTURE
To provide a precast foundation structure capable of avoiding interference of main reinforcing bars in connection with precast foundations on both sides already laid at the last laying point.SOLUTION: A precast foundation structure includes at least a corner precast foundation 1 laid at a specific corner location, and corner adjacent precast foundations 2 and 3 laid adjacent to this corner precast foundation 1. The foundation 1 has a joint surface 11 on one end side and a joint surface 12 on the other end side, and has a buried pipe portion 13 that leads from the joint surface 12 side to the outer surface facing back to the joint surface 12. The joint surface 11 side of the foundation 1 and the joint surface side of the foundation 2 are connected by a main reinforcing bar. A insertion reinforcing bar 14 inserted into the buried pipe portion 13 from an outer surface of the foundation 1 is connected to a joint portion 38 buried in the joint surface side of the foundation 3 that is joined to the joint surface 12 side of the foundation 1.SELECTED DRAWING: Figure 1
【課題】最後の敷設箇所で既に敷設された両隣のプレキャスト基礎との接合において主筋が干渉するのを回避できるプレキャスト基礎構造を提供する。【解決手段】特定のコーナー箇所に敷設されるコーナー用プレキャスト基礎１と、このコーナー用プレキャスト基礎１に隣接して敷設されるコーナー隣接プレキャスト基礎２，３と、を少なくとも備えており、上記基礎１は、一端側に接合面１１を、他端側に接合面１２をそれぞれ有するとともに、接合面１２側から当該接合面１２に背向する外側面に通じる埋設管部１３を有しており、上記基礎１の接合面１１側と上記基礎２の接合面側との間が主筋で継がれており、上記基礎１の接合面１２側に接合される上記基礎３の接合面側に埋設されているジョイント部３８に、上記基礎１の上記外側面から埋設管部１３に挿入された挿入筋１４が接続される。【選択図】図１
PRECAST FOUNDATION STRUCTURE AND CONSTRUCTION METHOD OF PRECAST FOUNDATION STRUCTURE
To provide a precast foundation structure capable of avoiding interference of main reinforcing bars in connection with precast foundations on both sides already laid at the last laying point.SOLUTION: A precast foundation structure includes at least a corner precast foundation 1 laid at a specific corner location, and corner adjacent precast foundations 2 and 3 laid adjacent to this corner precast foundation 1. The foundation 1 has a joint surface 11 on one end side and a joint surface 12 on the other end side, and has a buried pipe portion 13 that leads from the joint surface 12 side to the outer surface facing back to the joint surface 12. The joint surface 11 side of the foundation 1 and the joint surface side of the foundation 2 are connected by a main reinforcing bar. A insertion reinforcing bar 14 inserted into the buried pipe portion 13 from an outer surface of the foundation 1 is connected to a joint portion 38 buried in the joint surface side of the foundation 3 that is joined to the joint surface 12 side of the foundation 1.SELECTED DRAWING: Figure 1
【課題】最後の敷設箇所で既に敷設された両隣のプレキャスト基礎との接合において主筋が干渉するのを回避できるプレキャスト基礎構造を提供する。【解決手段】特定のコーナー箇所に敷設されるコーナー用プレキャスト基礎１と、このコーナー用プレキャスト基礎１に隣接して敷設されるコーナー隣接プレキャスト基礎２，３と、を少なくとも備えており、上記基礎１は、一端側に接合面１１を、他端側に接合面１２をそれぞれ有するとともに、接合面１２側から当該接合面１２に背向する外側面に通じる埋設管部１３を有しており、上記基礎１の接合面１１側と上記基礎２の接合面側との間が主筋で継がれており、上記基礎１の接合面１２側に接合される上記基礎３の接合面側に埋設されているジョイント部３８に、上記基礎１の上記外側面から埋設管部１３に挿入された挿入筋１４が接続される。【選択図】図１
PRECAST FOUNDATION STRUCTURE AND CONSTRUCTION METHOD OF PRECAST FOUNDATION STRUCTURE
プレキャスト基礎構造およびプレキャスト基礎構造の施工方法
OKADA SHIGEKI (author) / SAITO KEIICHI (author) / FUJISAKI MASAMI (author) / MORIKAWA KATSUHIRO (author)
2024-04-10
Patent
Electronic Resource
Japanese
IPC:
E02D
FOUNDATIONS
,
Gründungen
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