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A platform for research: civil engineering, architecture and urbanism
Cylinder type anchorage device structure for reducing excavation volume of foundation pit
The invention relates to the technical field of foundation pit support, and discloses a barrel type anchorage device structure for reducing the excavation volume of a foundation pit, which comprises a plurality of fixing units, the fixing units are arranged on a reinforcement cage, each fixing unit comprises an anchorage device and an inclined support, the inclined supports are fixedly connected to the reinforcement cage, the anchorage devices can be accommodated in the inclined supports, and the anchorage devices are arranged in the inclined supports. The inclined support and the reinforcement cage can be integrally embedded into the pile body, the anchorage device is used for clamping the anchor cable, and pressure borne by the anchorage device can be transmitted to the pile body through the inclined support. According to the technical scheme, a convex structure formed by a traditional external inclined support and an anchorage device is solved, the foundation pit excavation volume increased by fat groove filling is avoided, the construction cost is reduced, meanwhile, the construction period is shortened, and the high-altitude operation risk caused by fat groove filling operation is avoided.
本发明涉及基坑围护技术领域，公开了一种用于减少基坑开挖量的筒式锚具结构，包括若干固定单元，固定单元设置在钢筋笼上，每个固定单元均包括锚具和斜托，斜托固定连接在钢筋笼上，锚具能容纳在斜托内部，斜托能与钢筋笼一体嵌入桩体内，锚具用于夹持锚索，锚具承受的压力能通过斜托传递给桩体。本发明的技术方案解决了传统外置斜托和锚具所形成的凸起构造，避免了肥槽填充所增大的基坑开挖量，降低了施工成本，同时，缩短了施工工期，避免了肥槽填充作业带来的高空作业风险。
Cylinder type anchorage device structure for reducing excavation volume of foundation pit
The invention relates to the technical field of foundation pit support, and discloses a barrel type anchorage device structure for reducing the excavation volume of a foundation pit, which comprises a plurality of fixing units, the fixing units are arranged on a reinforcement cage, each fixing unit comprises an anchorage device and an inclined support, the inclined supports are fixedly connected to the reinforcement cage, the anchorage devices can be accommodated in the inclined supports, and the anchorage devices are arranged in the inclined supports. The inclined support and the reinforcement cage can be integrally embedded into the pile body, the anchorage device is used for clamping the anchor cable, and pressure borne by the anchorage device can be transmitted to the pile body through the inclined support. According to the technical scheme, a convex structure formed by a traditional external inclined support and an anchorage device is solved, the foundation pit excavation volume increased by fat groove filling is avoided, the construction cost is reduced, meanwhile, the construction period is shortened, and the high-altitude operation risk caused by fat groove filling operation is avoided.
本发明涉及基坑围护技术领域，公开了一种用于减少基坑开挖量的筒式锚具结构，包括若干固定单元，固定单元设置在钢筋笼上，每个固定单元均包括锚具和斜托，斜托固定连接在钢筋笼上，锚具能容纳在斜托内部，斜托能与钢筋笼一体嵌入桩体内，锚具用于夹持锚索，锚具承受的压力能通过斜托传递给桩体。本发明的技术方案解决了传统外置斜托和锚具所形成的凸起构造，避免了肥槽填充所增大的基坑开挖量，降低了施工成本，同时，缩短了施工工期，避免了肥槽填充作业带来的高空作业风险。
Cylinder type anchorage device structure for reducing excavation volume of foundation pit
一种用于减少基坑开挖量的筒式锚具结构
ZOU GUANGJIONG (author) / ZHAO XIAOBO (author) / HA JIANYU (author) / ZHOU JIE (author) / ZHANG RONG (author) / FAN DONGLIN (author) / XIE CHAO (author) / ZHAO PINYUELANG (author) / XIE DINGXIN (author)
2025-01-10
Patent
Electronic Resource
Chinese
IPC:
E02D
FOUNDATIONS
,
Gründungen
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