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Steel beam-concrete composite floor slab combined assembly system
The invention discloses a steel beam-concrete composite floor slab combined assembly system. The steel beam-concrete composite floor slab combined assembly system comprises truss floors, a secondary beam and a primary beam, wherein the multiple truss floors are built onto a main framework formed by the primary beam; a first fixed connector which is connected to the truss floors is arranged on theprimary beam; the secondary beam is fixedly arranged below the truss floors; a second fixed connector which is connected to the truss floors is arranged on the secondary beam; the two ends of the secondary beam are provided with connecting plates; and the secondary beam is connected to the primary beam through the connecting plates. According to the steel beam-concrete composite floor slab combined assembly system disclosed by the invention, the truss floors, the secondary beam and the primary beam are prefabricated together at a plant, so that the initial deflection problem, caused by wet concrete if the concrete is poured on a site, of floors and the beams is avoided, and therefore, the purpose of increasing floor strength and rigidity is achieved; and meanwhile, the assembly system alsocan greatly shorten the construction period, and improves construction efficiency.
本发明公开了一种钢梁‑混凝土叠合楼板组合装配体系,包括桁架楼板、次梁和主梁;多个桁架楼板搭建在主梁形成的主框架上,主梁上设有与桁架楼板连接的第一固定连接件;次梁固定在桁架楼板下方,次梁上设有与桁架楼板连接的第二固定连接件;次梁的两端设有连接板,次梁通过连接板与主梁连接。本发明通过在工厂把桁架楼板、次梁和主梁预制在一起,避免了由于现场浇筑混凝土而引起的湿混凝土引起的楼板及梁的初始挠度问题,达到增大楼板强度和刚度的目的,同时这种装配体系也可以大大缩短施工周期,提高施工效率。
Steel beam-concrete composite floor slab combined assembly system
The invention discloses a steel beam-concrete composite floor slab combined assembly system. The steel beam-concrete composite floor slab combined assembly system comprises truss floors, a secondary beam and a primary beam, wherein the multiple truss floors are built onto a main framework formed by the primary beam; a first fixed connector which is connected to the truss floors is arranged on theprimary beam; the secondary beam is fixedly arranged below the truss floors; a second fixed connector which is connected to the truss floors is arranged on the secondary beam; the two ends of the secondary beam are provided with connecting plates; and the secondary beam is connected to the primary beam through the connecting plates. According to the steel beam-concrete composite floor slab combined assembly system disclosed by the invention, the truss floors, the secondary beam and the primary beam are prefabricated together at a plant, so that the initial deflection problem, caused by wet concrete if the concrete is poured on a site, of floors and the beams is avoided, and therefore, the purpose of increasing floor strength and rigidity is achieved; and meanwhile, the assembly system alsocan greatly shorten the construction period, and improves construction efficiency.
本发明公开了一种钢梁‑混凝土叠合楼板组合装配体系,包括桁架楼板、次梁和主梁;多个桁架楼板搭建在主梁形成的主框架上,主梁上设有与桁架楼板连接的第一固定连接件;次梁固定在桁架楼板下方,次梁上设有与桁架楼板连接的第二固定连接件;次梁的两端设有连接板,次梁通过连接板与主梁连接。本发明通过在工厂把桁架楼板、次梁和主梁预制在一起,避免了由于现场浇筑混凝土而引起的湿混凝土引起的楼板及梁的初始挠度问题,达到增大楼板强度和刚度的目的,同时这种装配体系也可以大大缩短施工周期,提高施工效率。
Steel beam-concrete composite floor slab combined assembly system
一种钢梁-混凝土叠合楼板组合装配体系
LIU XUECHUN (Autor:in) / ZHU YANAN (Autor:in) / DENG YUPING (Autor:in) / LI QUANWEI (Autor:in)
14.07.2020
Patent
Elektronische Ressource
Chinesisch
IPC:
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS
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