楼承板的应用

The application of floor support plates

广泛用于电厂、电力设备公司、汽车展厅、钢结构厂房、水泥库房、钢结构办公室、机场候机楼、火车站、体育场馆、音乐厅、大剧院、大型超市、物流中心、奥运场馆体育场馆等钢结构建筑。

Widely used in power plants, power equipment companies, automobile exhibition halls, steel structure factories, cement warehouses, steel structure offices, airport terminals, train stations, sports venues, music halls, theaters, large supermarkets, logistics centers, Olympic venues, sports venues, and other steel structure buildings.

适应主体钢结构快速施工的要求,能够在短时间内提供坚定的作业平台,并可采用多个楼层铺设压型钢板,分层浇筑混凝土板的流水施工。

Adapting to the requirements of rapid construction of the main steel structure, it can provide a firm working platform in a short period of time, and can adopt the flow construction of laying profiled steel plates on multiple floors and pouring concrete slabs in layers.

楼承板的主要特点

The main characteristics of floor slab

适应主体钢结构快速施工的要求，能够在短时间内提供坚定的作业平台，并可采用多个楼层铺设压型钢板，分层浇筑混凝土板的流水施工。

Adapting to the requirements of rapid construction of the main steel structure, it can provide a firm working platform in a short period of time, and can adopt the flow construction of laying profiled steel plates on multiple floors and pouring concrete slabs in layers.

使用阶段楼承板作为混凝土楼板的受拉钢筋，也提高了楼板的刚度，节省了钢筋和混凝土的用量。

The use of stage floor support plates as tensile steel bars for concrete floors also increases the stiffness of the floor and saves the amount of steel bars and concrete used.

压型板表面压纹使楼承板与混凝土之间产生大的结合力，使二者形成整体，配以加劲肋，使楼承板系统具有高强承载力。

The surface embossing of the profiled panel creates a large bonding force between the floor slab and the concrete, forming a whole between the two. Combined with stiffeners, the floor slab system has high-strength bearing capacity.

在悬臂条件下，楼承板仅作为永久性模板。悬挑的长度可根据楼承板的截面特性来定。为了防止悬挑板的开裂，需在支座处依结构工程师的设计配上负筋。

Under cantilever conditions, the floor slab serves only as a permanent formwork. The length of the overhang can be determined based on the cross-sectional characteristics of the floor slab. To prevent cracking of the cantilever slab, negative reinforcement should be installed at the support according to the design of the structural engineer.