這些年樓承鋼板廣泛運用于國內(nèi)外修建中，跟著高層修建的開展，樓承鋼板日益得到推行和運用。所謂的組合板是充分利用鋼材和混凝土的資料和布局特色聯(lián)合變成一全體而一起作業(yè)的一種布局方式。

In recent years, floor bearing steel plate is widely used in construction at home and abroad. With the development of high-rise building, floor bearing steel plate is increasingly promoted and used. The so-called composite slab is a kind of layout mode that makes full use of the information and layout characteristics of steel and concrete to work together as a whole.

模板在施工期間接受施工荷載，在運用期間與混凝土一起作業(yè)，接受運用荷載。當(dāng)前運用較多的是壓型鋼板組合板。樓承鋼板是一種非常合理的布局方式，它可以按其各組成部件所在的方位和特色，充分發(fā)揮鋼材抗拉和混凝土抗壓功能好的長處，并具有杰出的抗震功能、施工功能。

The formwork will receive the construction load during the construction period, and work together with the concrete during the application period to receive the application load. At present, profiled steel plate composite plate is widely used. Floor bearing steel plate is a very reasonable layout. It can give full play to the advantages of steel tensile and concrete compressive functions according to the orientation and characteristics of its components, and has outstanding seismic and construction functions.

樓承鋼板鋼筋桁架樓承板兩頭自帶支座豎筋，在鋪板期間即可與鋼梁安定焊接。端部栓釘可直接焊接在鋼梁上，栓焊質(zhì)量不受壓向鋼板影響。在運用期間，支座豎筋與栓釘一起作業(yè)，抗剪效果增強。

Floor bearing steel plate steel bar truss the two ends of the floor bearing plate are equipped with bearing vertical bars, which can be welded with the steel beam during slab laying. The end stud can be directly welded on the steel beam, and the welding quality is not affected by the compression to the steel plate. During the operation period, the vertical reinforcement of the support and the stud work together to enhance the shear effect.

鋼筋桁架是經(jīng)過進口設(shè)備主動焊接而成，上下弦及腹桿鋼筋之間的節(jié)點距離安穩(wěn)，混凝土保護層厚度可得到有用確保，給施工帶來便當(dāng)，為樓板質(zhì)量供給確保。

The steel truss is welded by imported equipment. The distance between the upper and lower chords and the web bars is stable. The thickness of the concrete cover can be effectively ensured, which brings convenience to the construction and ensures the quality of the floor.