樓承板的應(yīng)用

The application of floor support plates

廣泛用于電廠、電力設(shè)備公司、汽車展廳、鋼結(jié)構(gòu)廠房、水泥庫房、鋼結(jié)構(gòu)辦公室、機(jī)場候機(jī)樓、火車站、體育場館、音樂廳、大劇院、大型超市、物流中心、奧運(yùn)場館體育場館等鋼結(jié)構(gòu)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.

適應(yīng)主體鋼結(jié)構(gòu)快速施工的要求,能夠在短時間內(nèi)提供堅定的作業(yè)平臺,并可采用多個樓層鋪設(shè)壓型鋼板,分層澆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.

樓承板的主要特點

The main characteristics of floor slab

適應(yīng)主體鋼結(jié)構(gòu)快速施工的要求，能夠在短時間內(nèi)提供堅定的作業(yè)平臺，并可采用多個樓層鋪設(shè)壓型鋼板，分層澆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.

使用階段樓承板作為混凝土樓板的受拉鋼筋，也提高了樓板的剛度，節(jié)省了鋼筋和混凝土的用量。

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.

壓型板表面壓紋使樓承板與混凝土之間產(chǎn)生大的結(jié)合力，使二者形成整體，配以加勁肋，使樓承板系統(tǒng)具有高強(qiáng)承載力。

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.

在懸臂條件下，樓承板僅作為永久性模板。懸挑的長度可根據(jù)樓承板的截面特性來定。為了防止懸挑板的開裂，需在支座處依結(jié)構(gòu)工程師的設(shè)計配上負(fù)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.