Adjustable H20 Timber Beam Formwork For Rectangle Concrete Column Formwork

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Product Description:

Adjustable H20 Timber Beam Formwork For Rectangle Concrete Column Formwork


Description:

1. Structure sketch

Adjustable H20 Timber Beam Formwork For Rectangle Concrete Column Formwork



TBC system-B is a kind of formwork for pouring square or rectangle column, it is composed of four pieces of Tim-formwork, yoke, tie rod, wing nut, etc.

It will be designed according to column’s size; the formwork’s dimension is adjustable.

Adjustable H20 Timber Beam Formwork For Rectangle Concrete Column Formwork


Competitive Advantage:



1. Prefabricated connection, convenient and efficient.

2. Light weight but high bearing capacity.

For conventional design, its load bearing capacity is 80KN/m2 with weight of 55-65kg/m2.
If required, the formwork can be specially designed for high concrete pressures.

3. Adjustable cross-sections with adjustable column walers.

The column formwork for forming various cross-section and height. With the TBC-B, square or rectangular cross-sections up to 80 x 120 cm can be concreted – the formwork is continuous adjustable.

Adjustable H20 Timber Beam Formwork For Rectangle Concrete Column Formwork


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Adjustable H20 Timber Beam Formwork For Rectangle Concrete Column Formwork

Adjustable H20 Timber Beam Formwork For Rectangle Concrete Column Formwork


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JGJ 1302011 steel tubular scaffolding construction safety technical specification.
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It's not SUPER dangerous, but I wouldn't recommend getting them at the same time.
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assuming the scaffold is uniform weight, take moments around 1 end to get the tension in the rope of the other the ∑M = 0, take the rope tension direction as positive 690 x 2.3 + 210 x (3.3 / 2) = T1 x 3.3 T1 = 586N Now moments around the other end 690 x (3.3-2.3) + 210 x (3.3/2) = T2 x 3.3 T2 = 314N You can check your answers as ∑F = 0, so 586 + 314 - 210 - 690 = 0
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you can also search the inter for the best supplier of that product......
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