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Lifting Eye Anchor

The Chontan Lifting Eye Anchor from China have enlarged heads designed to mate with lifting clutches. It was created for situations where it’s impossible to use conventional lifting anchor bases to transfer forces to the surrounding concrete. When used in combination with a reinforced anchor tail, lifting loads can be transferred deep into the concrete member.

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Product Description

The Chontan Eye Anchor is used in combination with the rebar reinforcing pin. This combination allows tension loads to be distributed deeply into the concrete element and produce high safe working loads in thin wall sections.
It is primarily intended for usage in thin precast concrete structures with reinforcement, such as beams and girders. It is also appropriate for units made of lightweight precast concrete.
The Chontan Eye Anchor must be installed properly, centered and plumb to avoid drastic reduction of safe working load.

The lifting eye anchor was created for situations in which the regularlifting anchor base could not be used to transfer forces into the surrounding concrete. Lifting loads can be transferred deep into the concrete element when used in conjunction with a reinforcing anchorage tail. 

It is primarily intended for usage in thin precast concrete structures with reinforcement, such as beams and girders. It is also appropriate for units made of lightweight precast concrete.

Size

SPECIFICATIONS

Rated Load

Code

Sizes (mm)

Tons

D

D1

L

1.3

L02-013

10

19

65

2.5

L02-025

14

26

90

5.0

L02-050

20

36

120

10.0

L02-100

28

46

180

20.0

L02-200

38

69

250


* Safety Factor is 3:1. 
* Surface treatment: Surface Black (B) /Zinc Plate (Z.P) / Hot Dipping Galvanizing (H.D.G) are available.
* Stainless Steel 304 (A2)/316 (A4) are available according to the request.
* Other different Length are available according to the order.

Application Safety Guidelines:


  • Please strictly follow the installation and use instructions of the Eye Anchor, and it is strictly forbidden to mix it with the system components of other manufacturers.
  • When designing concrete precast parts, please refer to this description or the sample for calculation and design. If you need data other than this description, please contact us.
  • Since the stress point will change the internal stress distribution of the prefab during hoisting, the stress calculation should be carried out according to the designed lifting state, and consider whether the prefab needs to be reinforced to avoid damage to the product. 


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