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Mass concrete bearing platform construction method
The invention provides a mass concrete bearing platform construction method, which belongs to the technical field of bearing platform construction. The method comprises the following steps: a plurality of pile foundations are constructed at corresponding positions according to a measurement result; the reinforcing plate and the steel bars form a bearing platform steel bar cage; pile cap foundation pits are excavated in the multiple pile foundation areas, pile heads of the multiple pile foundations are broken, and steel bar heads are chiseled out; the bearing platform steel bar cage is hoisted to the position above the steel bar heads, connecting ribs are fixed between the bearing platform steel bar cage and the steel bar heads, and the bearing platform steel bar cage is positioned above the steel bar heads through the multiple connecting ribs; and a formwork is erected on the outer sides of the bearing platform steel bar cage and the multiple connecting ribs, concrete is poured into the formwork, and the bearing platform is formed after the concrete is solidified. According to the mass concrete bearing platform construction method, by changing the manufacturing process of the bearing platform steel bar cage, the building of the bearing platform steel bar cage and the excavation of the bearing platform foundation pit are independently carried out, so that the construction period is greatly shortened, the cost is greatly reduced, and the construction efficiency of the whole bearing platform is improved.
本发明提供了大体积混凝土承台建造方法,属于承台建造技术领域,包括:根据测量结果在相应位置施工出多个桩基。加强板与多个钢筋形成承台钢筋笼。在多个桩基区域开挖出承台基坑,对多个桩基的桩头进行破除并凿出钢筋头。将承台钢筋笼起吊至钢筋头的上方,在承台钢筋笼与钢筋头之间固定连接筋,通过多个连接筋将承台钢筋笼定位在钢筋头的上方。在承台钢筋笼以及多个连接筋的外侧架设模板,向模板内浇筑混凝土在混凝土固化之后形成承台。本发明提供的大体积混凝土承台建造方法中通过改变承台钢筋笼的制作流程,使得承台钢筋笼搭建与承台基坑的开挖独立进行,从而极大的缩短了工期以及成本,提高了整个承台的施工效率。
Mass concrete bearing platform construction method
The invention provides a mass concrete bearing platform construction method, which belongs to the technical field of bearing platform construction. The method comprises the following steps: a plurality of pile foundations are constructed at corresponding positions according to a measurement result; the reinforcing plate and the steel bars form a bearing platform steel bar cage; pile cap foundation pits are excavated in the multiple pile foundation areas, pile heads of the multiple pile foundations are broken, and steel bar heads are chiseled out; the bearing platform steel bar cage is hoisted to the position above the steel bar heads, connecting ribs are fixed between the bearing platform steel bar cage and the steel bar heads, and the bearing platform steel bar cage is positioned above the steel bar heads through the multiple connecting ribs; and a formwork is erected on the outer sides of the bearing platform steel bar cage and the multiple connecting ribs, concrete is poured into the formwork, and the bearing platform is formed after the concrete is solidified. According to the mass concrete bearing platform construction method, by changing the manufacturing process of the bearing platform steel bar cage, the building of the bearing platform steel bar cage and the excavation of the bearing platform foundation pit are independently carried out, so that the construction period is greatly shortened, the cost is greatly reduced, and the construction efficiency of the whole bearing platform is improved.
本发明提供了大体积混凝土承台建造方法,属于承台建造技术领域,包括:根据测量结果在相应位置施工出多个桩基。加强板与多个钢筋形成承台钢筋笼。在多个桩基区域开挖出承台基坑,对多个桩基的桩头进行破除并凿出钢筋头。将承台钢筋笼起吊至钢筋头的上方,在承台钢筋笼与钢筋头之间固定连接筋,通过多个连接筋将承台钢筋笼定位在钢筋头的上方。在承台钢筋笼以及多个连接筋的外侧架设模板,向模板内浇筑混凝土在混凝土固化之后形成承台。本发明提供的大体积混凝土承台建造方法中通过改变承台钢筋笼的制作流程,使得承台钢筋笼搭建与承台基坑的开挖独立进行,从而极大的缩短了工期以及成本,提高了整个承台的施工效率。
Mass concrete bearing platform construction method
大体积混凝土承台建造方法
WANG QUNWEI (Autor:in) / WANG YONGWEI (Autor:in)
08.02.2022
Patent
Elektronische Ressource
Chinesisch
IPC:
E02D
FOUNDATIONS
,
Gründungen
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