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Floor bearing plate to replace the traditional template, improve the traditional template defect

Author:admin Date:2013-1-9 15:38:10

Floor bearing plate to replace the traditional template template, improve the traditional disadvantages Wuxi Shijie Steel Products Company Limited of Li Guotuan: 13906193728

1, surface state: galvanized sheet coating process in different ways due to treatment, surface condition is different, such as ordinary zinc flower, flower, smooth fine zinc zinc flower, flower without zinc and phosphating treatment surface. German standard also provides a surface level.

2, galvanized sheet should have a good appearance, with no use of the product of harmful defects, such as holes, no coating, rupture and scum, over plating thick, abrasions, chromic acid, white rust, dirt. Composite slab is also called floor bearing plate, floor board, floor plate, steel plate, is the pressure plate not only as the concrete floor of the permanent form, but also as the lower floor stress reinforced bar in slab stress calculation, and the concrete work together to form composite slab.

3, composite slab has the advantages of: 1, light weight, high strength 3, 2 large stiffness

In 4, the construction is convenient and quick,

5, easy to update

In 6, and is convenient for industrialized production of composite slab structure requirement:

( 1) combined floor pressure plate shall be made of galvanized steel, the galvanized layer thickness is should meet in the using period of time not to rust requirements.

( 2) pouring the mixed wave trough and the average width of land shall not be less than 50mm. When arranged in the groove of stud connector, composite slab, total height should not exceed 80mm.

( 3) combined with the thickness of the plate shall not be less than 90mm; pressure plate above the top surface of the mixed land thickness shall not be less than


( 4) anchor: combined plate end should be set stud anchor. Stud should be set up in the end bearing pressure plate concave ribs, penetrating pressure plate and steel plate welded stud, both on the steel beam.

( 5) combined plate pressure plate on the steel beam supporting length, shall not be less than 50mm. In the masonry bearing length should not be less than 75mm.

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