钢筋桁架楼承板由上弦钢筋、下弦钢筋、腹杆钢筋、复塑模板、木模板、支座钢筋、扣件、自攻钉构成。

材料参数

上、下弦钢筋：采用三级热轧盘螺钢筋HRB400级、或冷轧带肋钢筋CRB550级;

腹杆钢筋：采用冷轧光圆钢筋;

底模板：根据用途不同，采用0.5mm厚度以上的镀锌板

双折边钢筋桁架楼承板

独一无二的M型直立肋设计；

超强焊点承载力；

M型直立肋宽度达2-3mm, 与钢筋桁架腹杆钢筋的焊点承载力约为普通V型肋板型焊点承载力的1.5倍；

底模无焊点、无锈点、无孔洞；

钢筋桁架与底模焊点的距离约5mm，底模无焊点、无锈点、无孔洞。

Product Composition

Steel truss floor plate reinforcement, reinforced bottom is composed of an upper chord and web member, reinforced composite plastic, wood template, template support steel, fasteners, screws form.

Material Parameters

The upper and lower chord steel: the three hot-rolled plate steel grade HRB400 or CRB550 grade cold rolled ribbed bar

Bar steel bar: cold rolled circular steel bar

Bottom template: according to different uses, Use galvanized plate with thickness above 0.5mm

Double Folded Steel Truss Bearing Plate

Unique design of M erect rib

Super strong solder joint bearing capacity

M type vertical rib width up to 2-3mm, and the solder reinforced truss steel bearing capacity is about 1.5 times the ordinary type V type solder joint bearing rib.

No solder joints, rust spots, holes in the bottom die

The distance between the steel bar truss and the bottom die welding point is about 5mm, and the bottom die has no solder joint, no rust point and no hole.