3Dx™ Edge Lift Anchor - Reid

3Dx™ Edge Lift AnchorCompliance Document

Reid™ 3Dx™ Edge Lift Anchor

complys with AS 3850.1:2015

(+A1:2019)

reid.com.au | 1300 780 250

AUSFebruary | 2021

2

Product Overview

AS 3850.1:2015 (+A1:2019) Compliant | Reid™ 3Dx™ Edge Lift Anchor

Figure 1: Reid™ 3Dx™ Edge Lift Anchor

AS 3850.1:2015 (+A1:2019) Compliant

| Reid™ 3Dx™Edge Lift Anchor AS 3850.1:2015 (+A1:2019) Compliant

3Dx anchor (3DX85), void (3DX85VF) & sup-port plate (3DX85NP)

Stronger One lifting solution to cover 90% of panels. a high capacity anchor, allows for less to be used.

Faster Best in class shear capacity; allows for the precaster to increase cycle times by stripping the panel earlier and at a lower concrete capacity.

Safer The edge lift solution that won't let you down. 3DX is supported by local in concrete testing and validated by independent accredited testing.

The 3Dx85™ provides precasters with one lifting solution to cover 90% of panels. The patented forged design, made from tough Alloy Steel, also allows for faster installation for Precasters.

Compliance Details

AS 3850.1:2015 (+A1:2019) Compliant | Reid™ 3Dx™ Edge Lift Anchor 33

Clause Requirement Compliant

2.2The Working Load Limit has been determined by testing in accordance with Appendix A, using a FOS per Table 2.1.

2.5.1 Manufactured from ductile steel.

2.5.2.1

WLL determined per clause 2.2.

Manufactured from steel that is fully killed, with a grain size of six or finer & exhibiting not less than 20% elongation.

When loaded to tensile failure, a ductile failure and plastic deformation is observed and the failure surface is 100% fibrous.

Insert assembly including void former shall be marked to ensure compatibility with other system components.

A2 Concrete for testing complies with AS 1379, tested per AS 1012.

A3 Testing and recording of results.

A4 Statistical evaluation of test results, using formula A4, Xk=x(1-ksCOV).

A5Production Validation through testing to confirm compliance of critical speciation requirements (dimensions, material properties and load bearing capacity where appropriate).

A6 Tension testing of the manufactured lifting insert.

A7Characteristic capacity determined from a comprehensive test program including indi-vidual and combined effects per Table A3.

Table 1: AS 3850.1:2015 (+A1:2019) Compliance Details

Reid™ 3Dx™Edge Lift Anchor comply with AS 3850.1:2015 (+A1:2019)

Refer Figure 2


Reid™ 3Dx™ lifting system is colour coded yellow for easy system validation. This includes yellow paint on the head of the anchor to match the yellow void former and yellow zinc plated clutch.

Figure 2: Reid™ 3Dx™Edge Lift Anchor galvanised to AS4680

1

AS 3850.1:2015 (+A1:2019) Compliant

3DX85

Working load Limit (WLL)a, Reid Logob

1

2

3

Colour coded

Batch Numbera

2

3

4 AS 3850.1:2015 (+A1:2019) Compliant | Reid™ 3Dx™ Edge Lift Anchor


ab

a

Product Identification

Table 2: AS 3850.1:2015(+A1:2019) Performance Data

Part No.

Panel Thickness (mm)

Max WLL(tonne)

Stripping Capacity Placement (WLL) Tension Bar

15MPa 20MPa 25MPa 32MPa 40MPa Diam. & Leg Length (mm) Tensile1/Shear2 Tensile1/Shear2 Tensile Tensile Tensile

3DX85

150

8.5

7.50 / 2.19 8.00 / 2.69 8.25

8.50 8.50 N16 / 500mm175 7.50 / 2.43 8.00 / 3.00 8.50

200 7.50 / 2.80 8.00 / 3.00 8.50



Technical Data 8.5 Tonne 3Dx™ Edgelifting System Product Codes:

Anchor Lifting Clutch Void Former

3DX85

3DX85LC 3DX85VFAnchor in concrete:

Isometric View:

Top View:

Minimum Edge and Spacing Limits

Anchor Part Number Minimum Edge Distance em (mm)

Minimum Anchor Spacing am (mm) Embedment Depth (mm)

3DX85 420 840 **

Table 3: Minimum edge and spacing distances required to achieve performances in Table 2.

Anchor SpacingEdge Distance

3DX85

**Embedment depth is the effective depth of whole system (Recess former, Edge Lift Anchor and the tension bars).

Em

bed

ment D

epth

Note: Ramsetreid reserve the right to change the above specifications.

1. Tensile data is WLL during the stripping process. 2. Shear data is the Capacity based on avoiding hairline cracking around lifter during the stripping process. 3. Minimum panel reinforcement : SL82, N16 Perimeter Bar, centrally placed.

Leg Length = 500mm30 - 60º

6 AS 3850.1:2015 (+A1:2019) Compliant | Reid™ 3Dx™ Edge Lift Anchor


Installation support details

Figure 3: : Hanger bar Installation

Installation Support Details

• The anchor must always be used with a minimum N16 tension bar with 500 mm leg length. This is to ensure that the anchor lifts to its ultimate strength as well as a requirement out lined in AS3850:2015.

• The anchor must be orientated at right angles to the edge of the panel, and have the appropriate tension bar fitted through the lower elliptical hole of the anchors, tension bar can be fitted either above or below the mesh/matt.

These bars must be bent down into the panel at an included angle of 30 - 60o and with a bend diameter of 4 bar diameters.

R32

N16 x 500 Tension Bar

Central Mesh:Single layer Reinforcment

Double Mesh:Double layer Reinforcment

AS 3850.1:2015 (+A1:2019) Compliant



All Reid™ branded products and all products manufactured at our Melbourne manufacturing facility are designed, manufactured, tested and supplied in compliance with our Quality Management System which has been independently audited and certified by SAI Global to ISO 9001:2015. ramsetreid™ undertake strict quality control processes to ensure performance specifications and metallurgical properties are maintained.

Terms and Conditions

To reflect the progress of the industry and the new innovative uses of precast and tilt-up construction, Australian Standard AS 3850 was updated in 2015 and amended in 2019.. This update included a change in title to AS 3850:2015 Prefabricated Concrete Elements, a widened scope to include all prefabricated elements in Building Construction and splitting of the document into two parts:

• Part 1, called ‘General requirements’ details the new performance and testing requirements for suppliers of componentry into the industry. These new requirements are significantly different to AS 3850:2003 and should enable the industry to have greater confidence in the products that they are specifying and using;

• Part 2, called ‘Building construction’, aligns with the 2008 National Code of Practice for Precast, Tilt-Up and Concrete Elements in Building Construction and focuses on the interrelation of the various stages of manufacture, construction, transport and erection.It is specifically for the construction design and documentation of prefabricated concrete elements in building construction and provides guidance for the Erection Designer and highlights the importance of the Erection Design and Documentation.

The new AS 3850.1:2015 (Incorporating Amendment 1 - 2019) is central for the safe, efficient and cost-effective manufacture, construction, transport and erection of prefabricated concrete elements.

Important Disclaimer: Any engineering information or advice (“Information”) provided by ramsetreid® in this document is issued in accordance with a prescribed standard, published performance data or design software. It is the responsibility of the user to obtain its own independent engineering (or other) advice to assess the suitability of the Information for its own requirements. To the extent permitted by law, ramsetreid® will not be liable to the recipient or any third party for any direct or indirect loss or liability arising out of, or in connection with, the Information.

ramsetreid™ 1 Ramset Drive, Chirnside Park 3116 Information in this document is correct at the time of printing. Readers should contact ramsetreid™ or consult ramsetreid™ detailed technical information to ensure product is suitable for intended use prior to purchase. ITW Australia Pty Ltd ABN 63 004 235 063 trading as ramsetreid™© copyright 2021. ™ Trademarks of Cetram Pty. Ltd. Used under license by ramsetreid™ Imagery showing graphic concrete is used with permission of Graphic Concrete Ltd.

Reid™ Australia Customer Service CentreTel: 1300 780 250 Email: [email protected]: reid.com.au

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3Dx™ Edge Lift Anchor - Reid