鋼筋桁架樓承板由上弦鋼筋、下弦鋼筋、腹桿鋼筋、復(fù)塑模板、木模板、支座鋼筋、扣件、自攻釘構(gòu)成。

材料參數(shù)

上、下弦鋼筋：采用三級熱軋盤螺鋼筋HRB400級、或冷軋帶肋鋼筋CRB550級;

腹桿鋼筋：采用冷軋光圓鋼筋;

底模板：根據(jù)用途不同，采用0.5mm厚度以上的鍍鋅板

雙折邊鋼筋桁架樓承板

獨一無二的M型直立肋設(shè)計；

超強焊點承載力；

M型直立肋寬度達2-3mm, 與鋼筋桁架腹桿鋼筋的焊點承載力約為普通V型肋板型焊點承載力的1.5倍；

底模無焊點、無銹點、無孔洞；

鋼筋桁架與底模焊點的距離約5mm，底模無焊點、無銹點、無孔洞。

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.