Electric Adjustable Beam Formwork Clamp

Electric Adjustable Beam Formwork Clamp

Adjustable Beam Formwork Clamp, Q235 galvanized steel, for concrete beam formwork reinforcement. Adjustable width, easy installation, no tie rod required.

  • Product Introduction
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1.Product Application

Made of high-quality special steel, it is a new type of fastener for rectangular beam reinforcement in construction. It is compatible with frame formwork, conventional formwork, aluminum formwork and other formwork systems.

2.Product Composition

The beam clamp consists of fixed clamping plate, movable clamping plate and positioning device. The positioning device is bolt type.

3.Scope of Application

Suitable for rectangular concrete beams with section size up to 200×600×800 mm, and the clear height of beam side ≤650 mm.

 

1.Safety It can fully withstand the lateral pressure of beam side formwork over 20 KN/㎡.

2.Cost Efficiency No tie rods required, saving material cost. No need for formwork drilling and subsequent hole sealing work, cutting labor cost.

3.Versatility Each set supports 200mm cross-section adjustment to suit variable-section beams. Spacing and position are adjustable, meeting the requirements of complex structures.

4.Operability Only pins or bolts are used for connection. Installation and dismantling can be done simply with a hammer or electric wrench. Lightweight, easy for workers to carry, install and remove.

5.Field Application It has been adopted in many construction projects and widely accepted by site workers.

6.Service Life Made of Q500 steel with galvanized surface treatment, service life reaches 8–10 years.

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1.Material Selection

a. Check the adjustment range of beam clamp specifications to meet the requirements of cyclic turnover and dimensional variation on the same floor.

b. Confirm the face sheet thickness with the general contractor in advance, as it is relevant to spacing calculation.

c. Confirm the secondary joist specification with the general contractor in advance, as it is relevant to spacing calculation.

2.Spacing Selection

a. The spacing of secondary joists shall be based on the calculation results from Pinming software.

b. The spacing of beam clamps shall be determined according to test reports and empirical values.

 

 

 

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