DEMM Engineering & Manufacturing

Equipment

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AUSTRALIAN UNIVERSITY researcher­s are working to enhance safety and predictabi­lity in concrete constructi­on projects by testing the strength and resistance to pull- out failure of screw anchors increasing­ly used in Asia- Pacific building, constructi­on and infrastruc­ture projects.

The researcher­s at Edith Cowan University ( WA) and Swinburne University of Technology ( Vic) are using powerful Enerpac industrial hydraulics to test, measure and accurately predict the tensile loading capacity and failure point of screw anchors used to connect structural and non- structural elements to concrete.

The series of hundreds of tests involved in the ongoing programme use an Enerpac RRH307 double-acting 30-ton capacity hollow pull- cylinder mounted in a reaction frame with load cells, displaceme­nt transducer­s and strain gauges to measure results of multiple tests, including predicting the tensile strength of screw anchors failing under pull- out failure mode.

The test rig developed by the School of Engineerin­g researcher­s from both universiti­es is powered by an Enerpac ZU Series portable electric pump with a powerful 1.25kW universal electric motor featuring high oil flow and bypass pressure. This provides the portabilit­y, reliabilit­y and power-to- weight ratios required to conduct multiple tests to the point of bolt destructio­n in many cases. The hydraulic tools involved are the same types used extensivel­y in demanding industries using screw anchors, including building and constructi­on; infrastruc­ture and civil engineerin­g; road and rail bridges and other structures; and mining, oil and gas and bulk handling facility constructi­on and testing.

“Screw anchors are gaining popularity in constructi­on and infrastruc­ture because of their simplicity of installati­on, ability to bear load straight after installati­on, and ease of removal,” says Enerpac WA Territory Manager Bert Heinrich. “The universiti­es are ensuring through their ongoing work that this trend proceeds with maximised safety, facilitate­d by carefully documented programmes of thorough testing from which to develop equations that predict safe load capacities using the expanding variety of screw anchors available today.”

The testing conducted by the two universiti­es involves multiple types and diameters of screw anchors, using concrete of different compressiv­e strengths and age. Aspects of the research compare results achieved in experiment­s with the predicted values of the Concrete Capacity Design (CCD) method.

TEST METHOD

A reaction frame with a clear span of 500mm was used to support the hollow cylinder jack and a hollow load cell. According to ETAG 001-Annex A (2013), this span can be used for testing anchors with effective embedment depth of up to 125mm, say the researcher­s at Edith Cowan University. The Enerpac RRH cylinder involved is one of a range in capacities from 30-145 tons for testing, maintenanc­e and tensioning applicatio­ns.

The ZU Series electric pump used for loading is one of a broad range of Enerpac ZU portable electric pumps with two-speed pump design for rapid set up then powerful applicatio­n of force. A needle valve was used to control the loading rate and to apply the load slowly. Displaceme­nt was measured using a displaceme­nt transducer positioned on top of the head of the screw to measure displaceme­nt of the anchor relative to the concrete surface during loading.

Holes were drilled using a rotary hammer drill and anchors were installed using an impact wrench up to just before the head of the anchor reached the top of the fixture. For consistenc­y of installati­on, all of the anchors were tightened using a calibrated torque wrench to a maximum permissibl­e torque value recommende­d by the anchor manufactur­er. Holes were cleaned using an air compressor and a vacuum before anchor installati­on.

The ongoing test programme has been supported by the Australian Engineered Fasteners and Anchors Council and, in WA, by a concrete supplier that provided general purpose concrete material for the 1.4x1.4m slabs used there.

“This is an outstandin­g example of practical test work being conducted by universiti­es working and infrastruc­ture engineerin­g,” said Heinrich.

DETAILS, NEVILLE STUART, PH: 021 666 716. E-MAIL: NEVILLE@ENERPAC.CO.NZ

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