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Embedded foundation structure of large equipment and flatness adjusting method
The invention discloses an embedded foundation structure of large equipment and a flatness adjusting method, and belongs to the technical field of large equipment installment, the embedded foundation structure comprises a concrete foundation, and the concrete foundation is provided with a groove in the surface of installation equipment; the pre-embedded sections of the multiple main steel bars are arranged in the concrete foundation, and the non-pre-embedded sections of the multiple main steel bars are located in the grooves; the anchoring ribs are fixed with the main reinforcing steel bars; the bearing plate is connected with the multiple anchoring ribs, the bearing plate can move relative to the anchoring ribs and fix the connecting position, the bearing plate is horizontally arranged and is flush with the concrete foundation, the bearing plate and the concrete foundation form an interval space in the groove, and concrete is poured in the interval space; the flatness adjusting method comprises the step of adjusting the flatness of the bearing plate by changing the relative height of the supporting piece on the anchoring rib. And meanwhile, the multiple supporting pieces are kept on the same horizontal plane. The planeness requirement can be met at a time after concrete is poured, and secondary adjustment is not needed any more.
本申请公开了一种大型设备的预埋基础结构及平面度调整方法,属于大型设备安装的技术领域,预埋基础结构包括:混凝土基础,混凝土基础在安装设备的表面设有凹槽;主钢筋,多个主钢筋的预埋段设于混凝土基础内,多个主钢筋的的非预埋段位于凹槽内;锚固筋,锚固筋与主钢筋固定;支承板,支承板与多个锚固筋连接,支承板能够相对于锚固筋移动并固定连接位置,支承板水平设置且与混凝土基础平齐,支承板与混凝土基础在凹槽内形成间隔空间,间隔空间浇筑有混凝土;平面度调整方法包括通过改变支撑件在锚固筋上的相对高度,调节支承板的平面度;同时保持多个支撑件位于同一水平面上。本申请能够在浇筑混凝土后一次性达到平面度要求,不再二次调整。
Embedded foundation structure of large equipment and flatness adjusting method
The invention discloses an embedded foundation structure of large equipment and a flatness adjusting method, and belongs to the technical field of large equipment installment, the embedded foundation structure comprises a concrete foundation, and the concrete foundation is provided with a groove in the surface of installation equipment; the pre-embedded sections of the multiple main steel bars are arranged in the concrete foundation, and the non-pre-embedded sections of the multiple main steel bars are located in the grooves; the anchoring ribs are fixed with the main reinforcing steel bars; the bearing plate is connected with the multiple anchoring ribs, the bearing plate can move relative to the anchoring ribs and fix the connecting position, the bearing plate is horizontally arranged and is flush with the concrete foundation, the bearing plate and the concrete foundation form an interval space in the groove, and concrete is poured in the interval space; the flatness adjusting method comprises the step of adjusting the flatness of the bearing plate by changing the relative height of the supporting piece on the anchoring rib. And meanwhile, the multiple supporting pieces are kept on the same horizontal plane. The planeness requirement can be met at a time after concrete is poured, and secondary adjustment is not needed any more.
本申请公开了一种大型设备的预埋基础结构及平面度调整方法,属于大型设备安装的技术领域,预埋基础结构包括:混凝土基础,混凝土基础在安装设备的表面设有凹槽;主钢筋,多个主钢筋的预埋段设于混凝土基础内,多个主钢筋的的非预埋段位于凹槽内;锚固筋,锚固筋与主钢筋固定;支承板,支承板与多个锚固筋连接,支承板能够相对于锚固筋移动并固定连接位置,支承板水平设置且与混凝土基础平齐,支承板与混凝土基础在凹槽内形成间隔空间,间隔空间浇筑有混凝土;平面度调整方法包括通过改变支撑件在锚固筋上的相对高度,调节支承板的平面度;同时保持多个支撑件位于同一水平面上。本申请能够在浇筑混凝土后一次性达到平面度要求,不再二次调整。
Embedded foundation structure of large equipment and flatness adjusting method
一种大型设备的预埋基础结构及平面度调整方法
GUO JIN (author) / GUAN DONGXING (author) / ZHANG YUNGANG (author) / GAO LIYONG (author) / GE LEI (author) / YUN LEIGANG (author) / HUANG LIANFU (author) / HAN YONGQIANG (author)
2024-02-13
Patent
Electronic Resource
Chinese
IPC:
E02D
FOUNDATIONS
,
Gründungen
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