Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Hasp combined type formwork system and high-altitude floor slab cantilever joint construction method
The invention relates to the technical field of building construction, and provides a hasp combined type formwork system and a high-altitude floor slab cantilever joint construction method. The formwork system comprises two hasp rods, each hasp rod is provided with a horizontal section and two vertical sections, and the vertical sections are sleeved with adjusting nuts; a first horizontal plane is arranged at the top of each hasp supporting beam, a first positioning groove is formed in each first horizontal plane, and through holes are formed in the two ends of each hasp supporting beam; the top of the horizontal plate is provided with a second horizontal plane, when the horizontal plate is matched with the first positioning groove, the first horizontal plane and the second horizontal plane are coplanar, and a limiting space is formed among the horizontal plate, the hasp joist, the vertical section and the structural steel beam; the first end of the main keel is located in the limiting space, the second end of the main keel horizontally extends outwards, the formwork is pasted to the top of the main keel, the outer edge of the formwork is turned upwards to form an edge closing plate, and a pouring space is formed between the edge closing plate and the formwork.
本发明涉及建筑施工技术领域，提供了一种搭扣组合式模板体系及高空楼板悬挑节点施工方法。模板体系包括：两根搭扣杆，搭扣杆具有水平段和两个竖直段，竖直段上套设有调节螺母；两个搭扣托梁，搭扣托梁的顶部具有第一水平面，第一水平面上开有第一定位槽，搭扣托梁的两端均开有通孔；水平板，水平板的顶部具有第二水平面，水平板与第一定位槽配合时，第一水平面和第二水平面共面，水平板、搭扣托梁、竖直段和结构钢梁之间形成限位空间；以及主龙骨和模板，主龙骨的第一端位于至限位空间内，主龙骨的第二端向外水平伸出，模板粘贴在主龙骨的顶部，模板的外沿上翻形成收边板，收边板与模板之间形成浇筑空间。
Hasp combined type formwork system and high-altitude floor slab cantilever joint construction method
The invention relates to the technical field of building construction, and provides a hasp combined type formwork system and a high-altitude floor slab cantilever joint construction method. The formwork system comprises two hasp rods, each hasp rod is provided with a horizontal section and two vertical sections, and the vertical sections are sleeved with adjusting nuts; a first horizontal plane is arranged at the top of each hasp supporting beam, a first positioning groove is formed in each first horizontal plane, and through holes are formed in the two ends of each hasp supporting beam; the top of the horizontal plate is provided with a second horizontal plane, when the horizontal plate is matched with the first positioning groove, the first horizontal plane and the second horizontal plane are coplanar, and a limiting space is formed among the horizontal plate, the hasp joist, the vertical section and the structural steel beam; the first end of the main keel is located in the limiting space, the second end of the main keel horizontally extends outwards, the formwork is pasted to the top of the main keel, the outer edge of the formwork is turned upwards to form an edge closing plate, and a pouring space is formed between the edge closing plate and the formwork.
本发明涉及建筑施工技术领域，提供了一种搭扣组合式模板体系及高空楼板悬挑节点施工方法。模板体系包括：两根搭扣杆，搭扣杆具有水平段和两个竖直段，竖直段上套设有调节螺母；两个搭扣托梁，搭扣托梁的顶部具有第一水平面，第一水平面上开有第一定位槽，搭扣托梁的两端均开有通孔；水平板，水平板的顶部具有第二水平面，水平板与第一定位槽配合时，第一水平面和第二水平面共面，水平板、搭扣托梁、竖直段和结构钢梁之间形成限位空间；以及主龙骨和模板，主龙骨的第一端位于至限位空间内，主龙骨的第二端向外水平伸出，模板粘贴在主龙骨的顶部，模板的外沿上翻形成收边板，收边板与模板之间形成浇筑空间。
Hasp combined type formwork system and high-altitude floor slab cantilever joint construction method
搭扣组合式模板体系及高空楼板悬挑节点施工方法
LIU YU (Autor:in) / CHEN RAN (Autor:in) / GUO YANG (Autor:in) / HE SHOUWEI (Autor:in) / ZHANG JIAXIN (Autor:in)
03.10.2023
Patent
Elektronische Ressource
Chinesisch
IPC:
E04G
SCAFFOLDING
,
Baugerüste
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