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Underground support pile glass fiber rib-reinforcement cage and connecting method thereof
The invention discloses an underground support pile glass fiber rib-steel reinforcement cage and a connecting method thereof. The technical problem that in the prior art, glass fiber ribs cannot be stably connected, and the glass fiber ribs and steel reinforcements cannot be stably connected is solved. The glass fiber rib-reinforcement cage comprises a glass fiber rib cage and a reinforcement cage, wherein the glass fiber rib cage comprises glass fiber rib main ribs, annular glass fiber rib reinforcing ribs and spiral glass fiber rib stirrups; the steel bar main reinforcements and the glass fiber reinforced plastic main reinforcements are connected through buckle mechanisms. The connecting method mainly comprises the steps that the glass fiber rib main ribs and the steel bar main ribs are connected through the buckle mechanisms, and the glass fiber rib main ribs are fixedly bound with the annular glass fiber rib reinforcing ribs, the spiral glass fiber rib stirrups and the horizontal glass fiber rib reinforcing ribs through 10 # iron wires respectively. The steel bar main reinforcements and the glass fiber reinforced plastic main reinforcements are connected through the buckle mechanisms, the whole structure is stable and firm, and the requirement for smooth crossing of a shield in the later period can be met.
本发明公开了一种地下支护桩玻璃纤维筋‑钢筋笼及其连接方法，解决现有技术玻璃纤维筋之间、玻璃纤维筋与钢筋之间无法稳固连接的技术问题。本发明玻璃纤维筋‑钢筋笼包括玻璃纤维筋笼和钢筋笼，玻璃纤维筋笼包括玻璃纤维筋主筋、环形玻璃纤维筋加强筋、螺旋玻璃纤维筋箍筋；钢筋主筋与玻璃纤维筋主筋采用卡扣机构相连接。连接方法主要为玻璃纤维筋主筋和钢筋主筋采用卡扣机构相连接，玻璃纤维筋主筋采用10号铁丝分别与环形玻璃纤维筋加强筋、螺旋玻璃纤维筋箍筋、以及水平玻璃纤维筋加强筋绑扎固定。本发明钢筋主筋与玻璃纤维筋主筋采用卡扣机构相连接，整个结构稳定牢靠并能满足后期盾构顺利穿越要求。
Underground support pile glass fiber rib-reinforcement cage and connecting method thereof
The invention discloses an underground support pile glass fiber rib-steel reinforcement cage and a connecting method thereof. The technical problem that in the prior art, glass fiber ribs cannot be stably connected, and the glass fiber ribs and steel reinforcements cannot be stably connected is solved. The glass fiber rib-reinforcement cage comprises a glass fiber rib cage and a reinforcement cage, wherein the glass fiber rib cage comprises glass fiber rib main ribs, annular glass fiber rib reinforcing ribs and spiral glass fiber rib stirrups; the steel bar main reinforcements and the glass fiber reinforced plastic main reinforcements are connected through buckle mechanisms. The connecting method mainly comprises the steps that the glass fiber rib main ribs and the steel bar main ribs are connected through the buckle mechanisms, and the glass fiber rib main ribs are fixedly bound with the annular glass fiber rib reinforcing ribs, the spiral glass fiber rib stirrups and the horizontal glass fiber rib reinforcing ribs through 10 # iron wires respectively. The steel bar main reinforcements and the glass fiber reinforced plastic main reinforcements are connected through the buckle mechanisms, the whole structure is stable and firm, and the requirement for smooth crossing of a shield in the later period can be met.
本发明公开了一种地下支护桩玻璃纤维筋‑钢筋笼及其连接方法，解决现有技术玻璃纤维筋之间、玻璃纤维筋与钢筋之间无法稳固连接的技术问题。本发明玻璃纤维筋‑钢筋笼包括玻璃纤维筋笼和钢筋笼，玻璃纤维筋笼包括玻璃纤维筋主筋、环形玻璃纤维筋加强筋、螺旋玻璃纤维筋箍筋；钢筋主筋与玻璃纤维筋主筋采用卡扣机构相连接。连接方法主要为玻璃纤维筋主筋和钢筋主筋采用卡扣机构相连接，玻璃纤维筋主筋采用10号铁丝分别与环形玻璃纤维筋加强筋、螺旋玻璃纤维筋箍筋、以及水平玻璃纤维筋加强筋绑扎固定。本发明钢筋主筋与玻璃纤维筋主筋采用卡扣机构相连接，整个结构稳定牢靠并能满足后期盾构顺利穿越要求。
Underground support pile glass fiber rib-reinforcement cage and connecting method thereof
一种地下支护桩玻璃纤维筋-钢筋笼及其连接方法
ZHANG HAICHUAN (author) / CUI HONGQI (author) / LUO ENHONG (author) / WANG YONGDONG (author) / LUO JIE (author)
2022-08-09
Patent
Electronic Resource
Chinese
IPC:
E02D
FOUNDATIONS
,
Gründungen
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