Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Hoisting type cap beam steel bar binding construction process
The invention relates to the field of reinforcing steel bar binding technologies, in particular to a hoisting type cap beam reinforcing steel bar binding construction process which comprises the following steps: platform building: horizontally placing a cap beam bottom die at a construction height in a hoisting manner to form a binding platform; a plurality of supporting components are placed on the binding platform, and a plurality of main reinforcements are arranged above the supporting components on the basis of the supporting components; arranging the stirrups: hoisting the supporting component in a hoisting manner, and arranging the stirrups on the basis of the supporting component; and binding and fixing are conducted, specifically, the distance between the main reinforcements and the stirrups is adjusted on the basis of the supporting component, and binding and fixing are conducted after the main reinforcements are lowered to the designed elevation. The steel bar binding construction can be conveniently and efficiently carried out at the position near the water.
本申请涉及钢筋绑扎技术的领域，尤其是涉及一种吊装式帽梁钢筋绑扎施工工艺，其包括以下步骤：平台组建：将帽梁底模通过吊装的方式水平放置于施工高度形成绑扎平台；支撑定位：在绑扎平台放置若干支撑部件，以支撑部件为基础，在支撑部件上方排布若干主筋；箍筋排布：通过吊装的方式起吊支撑部件，并以支撑部件为基础排布箍筋；绑扎固定：以支撑部件为基础调整主筋及箍筋的间距，下放主筋到设计标高后进行绑扎固定。本申请能够在临水位置便捷高效的进行钢筋绑扎的施工。
Hoisting type cap beam steel bar binding construction process
The invention relates to the field of reinforcing steel bar binding technologies, in particular to a hoisting type cap beam reinforcing steel bar binding construction process which comprises the following steps: platform building: horizontally placing a cap beam bottom die at a construction height in a hoisting manner to form a binding platform; a plurality of supporting components are placed on the binding platform, and a plurality of main reinforcements are arranged above the supporting components on the basis of the supporting components; arranging the stirrups: hoisting the supporting component in a hoisting manner, and arranging the stirrups on the basis of the supporting component; and binding and fixing are conducted, specifically, the distance between the main reinforcements and the stirrups is adjusted on the basis of the supporting component, and binding and fixing are conducted after the main reinforcements are lowered to the designed elevation. The steel bar binding construction can be conveniently and efficiently carried out at the position near the water.
本申请涉及钢筋绑扎技术的领域，尤其是涉及一种吊装式帽梁钢筋绑扎施工工艺，其包括以下步骤：平台组建：将帽梁底模通过吊装的方式水平放置于施工高度形成绑扎平台；支撑定位：在绑扎平台放置若干支撑部件，以支撑部件为基础，在支撑部件上方排布若干主筋；箍筋排布：通过吊装的方式起吊支撑部件，并以支撑部件为基础排布箍筋；绑扎固定：以支撑部件为基础调整主筋及箍筋的间距，下放主筋到设计标高后进行绑扎固定。本申请能够在临水位置便捷高效的进行钢筋绑扎的施工。
Hoisting type cap beam steel bar binding construction process
一种吊装式帽梁钢筋绑扎施工工艺
LIU DAKANG (Autor:in) / CHEN XIAOCHUAN (Autor:in) / CHEN ZHIXIAN (Autor:in) / WU YINGJUN (Autor:in) / DENG YONGWEI (Autor:in) / WANG LEI (Autor:in) / ZHANG LEI (Autor:in) / JIANG YUNHUA (Autor:in) / LIU YANG (Autor:in) / LIU ZHI (Autor:in)
15.03.2024
Patent
Elektronische Ressource
Chinesisch
IPC:
E02B
HYDRAULIC ENGINEERING
,
Wasserbau
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