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What is the function of scaffolding tie rods?

The main scope of construction of buckle-type scaffolding is in factories, elevated water towers, power plants, refineries, etc. The main features include: multiple functions, less structure, high economical products, large load-bearing capacity, and safety Reliable and good overall benefits. It is favored by the majority of workers during use, especially the inclined tie rod accessories on the plate buckle scaffolding play a role. Disk scaffolding (disc scaffolding) consists of only three types of components: vertical poles, horizontal poles, and diagonal tie rods. It has a small structure and is easy to erect and disassemble. Its basic structure and special components make the system adaptable to various structures. building. The functions of the diagonal tie rods are: first, to the greatest extent, it prevents the problem that traditional scaffolding movable parts are easy to be lost and damaged, and reduces the economic losses of the construction unit; second, there are no movable locking parts, which prevents to the greatest extent Unsafe hidden dangers caused by traditional scaffolding movable locking parts.

Buckle-type scaffolding horizontal pole: a horizontal pole with buckle joints welded on both ends and buckled with the vertical pole. Latch: fixes the horizontal pole and the vertical pole (the latch is on the horizontal pole, the latch hole of the buckle joint is small on the top and large on the bottom. Due to the limitation of the rivet, it can only be taken out downwards, not up, and the buckle joint is not easy to lose). The outer surface of the latch should be consistent with the inner surface of the end buckle joint of the horizontal rod and the inclined rod. The latch should ensure that it does not pull out after being hammered and self-locking, and the pull-out force should not be less than 3KN. When a pedestrian passage is set up in the formwork bracket, if the width of the passage is the same as that of a single horizontal pole, the first layer of horizontal poles and diagonal poles can be directly removed, and vertical diagonal poles should be installed on the vertical poles on both sides of the passage. If the width of the channel does not match the width of a single horizontal pole, support beams should be erected on the upper part of the channel. The step distance of the top horizontal pole of the tall formwork bracket should be one buckle distance smaller than the standard step distance.

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