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Fixing structure of cantilever scaffold joist steel
The invention provides a fixing structure of cantilever scaffold joist steel, and belongs to the technical field of building engineering. The problem that an existing joist steel pressing ring is onlysuitable for concrete with the large cast-in-place thickness can be solved. The fixing structure of the cantilever scaffold joist steel comprises a pressing plate, at least one end anchor plate, at least one pair of first connecting rods, at least one pair of second connecting rods and at least one pair of connecting sleeves, the first connecting rods, the second connecting rods and the connecting sleeves are arranged in a one-to-one corresponding manner, the end anchor plates are used for being embedded and fixed in a prefabricated plate, the bottom ends of the first connecting rods can extend into the prefabricated plate and are fixedly connected with the corresponding end anchor plates, the top ends of the first connecting rods are fixedly connected with the corresponding connecting sleeves, the bottoms of the second connecting rods are detachably and fixedly connected with the corresponding connecting sleeves, and the tops of the second connecting rods are detachably and fixedly connected with the pressing plate. The fixing structure of the cantilever scaffold joist steel is suitable for a construction manner of combining a factory prefabricated plate and field concrete pouring, and safety is improved.
本发明提供了一种悬挑脚手架工字钢的固定结构,属于建筑工程技术领域。它解决了现有工字钢压环只适合用于现浇厚度较厚的混凝土的问题。本悬挑脚手架工字钢的固定结构包括压板、至少一个端锚板、至少一对第一连接杆、至少一对第二连接杆和至少一对连接套,第一连接杆、第二连接杆和连接套一一对应设置,端锚板用于嵌入固定在预制板中,第一连接杆的底端能伸入到预制板中并与对应的端锚板相固连,第一连接杆的顶端与对应的连接套相固连,第二连接杆的底部与对应的连接套可拆卸相固连,第二连接杆的顶部与压板可拆卸相固连。本悬挑脚手架工字钢的固定结构适用于工厂预制板和现场混凝土浇筑相结合的施加方式,提高安全性。
Fixing structure of cantilever scaffold joist steel
The invention provides a fixing structure of cantilever scaffold joist steel, and belongs to the technical field of building engineering. The problem that an existing joist steel pressing ring is onlysuitable for concrete with the large cast-in-place thickness can be solved. The fixing structure of the cantilever scaffold joist steel comprises a pressing plate, at least one end anchor plate, at least one pair of first connecting rods, at least one pair of second connecting rods and at least one pair of connecting sleeves, the first connecting rods, the second connecting rods and the connecting sleeves are arranged in a one-to-one corresponding manner, the end anchor plates are used for being embedded and fixed in a prefabricated plate, the bottom ends of the first connecting rods can extend into the prefabricated plate and are fixedly connected with the corresponding end anchor plates, the top ends of the first connecting rods are fixedly connected with the corresponding connecting sleeves, the bottoms of the second connecting rods are detachably and fixedly connected with the corresponding connecting sleeves, and the tops of the second connecting rods are detachably and fixedly connected with the pressing plate. The fixing structure of the cantilever scaffold joist steel is suitable for a construction manner of combining a factory prefabricated plate and field concrete pouring, and safety is improved.
本发明提供了一种悬挑脚手架工字钢的固定结构,属于建筑工程技术领域。它解决了现有工字钢压环只适合用于现浇厚度较厚的混凝土的问题。本悬挑脚手架工字钢的固定结构包括压板、至少一个端锚板、至少一对第一连接杆、至少一对第二连接杆和至少一对连接套,第一连接杆、第二连接杆和连接套一一对应设置,端锚板用于嵌入固定在预制板中,第一连接杆的底端能伸入到预制板中并与对应的端锚板相固连,第一连接杆的顶端与对应的连接套相固连,第二连接杆的底部与对应的连接套可拆卸相固连,第二连接杆的顶部与压板可拆卸相固连。本悬挑脚手架工字钢的固定结构适用于工厂预制板和现场混凝土浇筑相结合的施加方式,提高安全性。
Fixing structure of cantilever scaffold joist steel
一种悬挑脚手架工字钢的固定结构
TAO HAIBING (author) / YE GUOBING (author) / JIN YANG (author) / YUE YAGANG (author) / XU CHENHAO (author) / CAI ZIXU (author) / YE ZHONG'EN (author)
2020-06-12
Patent
Electronic Resource
Chinese
IPC:
E04G
SCAFFOLDING
,
Baugerüste