
Opening Load-bearing Floor Plates
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Min Order
1
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Product Unit
Pieces
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Origin
China Mainland
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Payment
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- Description
Product Detail
Speciation:
* Thickness: 0.8mm /1.0mm /1.2mm
* Length: as customer's requirements
* Base Material: galvanized steel sheet
* Width: 688mm,720mm,750mm,760mm
* Technique: Hot Dipped Galvanized
* Tolerance thickness: +/- 0.02mm width: +/-2mm
* Shape: corrugated sheet
* Height: 51mm-76mm
* Certificate: ISO 9001
* Package: standard export package
* Color: natural color/ silver
* Application: Floor
* Surface Treatment: Galvanized
Type
* YX51-342-1025 open style floor boards / steel plate, YX75-230-690 type floor boards, YX75-200-600 ( galvanized steel sheeting), YX75-293- 880 (with indentation pressure plate), YX76-344-688 (commonly steel plate), YX75-230-690 type floor boards, YX76-305-915 type floor boards, floor boards 315 (new plate type), YX65-185-555 (full-closed type pressure plate), YX51-200-600 (dovetail floor plate), YX51-226-678 floor boards, YX51-253-760 steel Deck, YX51-250-750 floor boards, YX51-240-720 steel plate, YX51-305-914 floor boards, YX50-180-720 floor boards, YX35-125-750 pressure plate, YX51- 330-992 floor boards and the like.
Advantage:
* Rapid construction of steel structures to adapt to the requirements of the body, providing a firm operating platform in a short time, and can use multiple floors laying steel sheeting, water pouring layered construction of concrete panels.
* Use stage floor boards as concrete slab tensile reinforcement, but also improve the rigidity of the floor, saving the amount of steel and concrete.
* The pressure plate embossed surface make concrete between the floor boards and the greatest binding force, so that the two form a whole, with stiffening ribs to make floor plate system with high-strength bearing capacity.
* In the boom conditions, the floor boards only as permanent formwork. The length of the cantilevered section properties may vary depending on the floor boards to be. To prevent cracking cantilevered plate at the support required in accordance with structural engineers design coupled with negative reinforcement.
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