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APP-169 for Hong Kong Anchor Testing

Hilti Engineering Centre
Reading time: < 5 minutes
Article

Code & Approval Updates

APP-169 for Hong Kong Anchor Testing

Introduction

In the construction industry, ensuring the safety and reliability of structural fixings in concrete is paramount, particularly for applications involving drilled-in anchors, grouted bolts, dowels, reinforcing bars, and cast-in channels. These fixings support critical elements like cantilevered structures, hangers, curtain walls, and cladding, where failure could lead to catastrophic consequences. Traditional testing methods have been effective, but evolving building codes demand more rigorous verification to confirm load capacities and prevent issues like concrete failure or anchor slippage. Enter the guidelines outlined in Practice Note APP-169 from the Buildings Department (BD), a comprehensive framework designed to standardize strength tests and enhance structural integrity.

The Importance of Strength Testing in Building Design

Effective anchor proof load testing is a core safety strategy in building structures, serving to safeguard occupants, protect valuable assets, and minimize downtime caused by structural failures. Given Hong Kong’s dense urban environment and strict building codes, architects and structural engineers must incorporate tested and certified anchor systems that form reliable load-resisting connections. This systematic testing helps verify tensile and shear capacities within designated fixings, crucial in high-rise building structures common in the city.

APP-169: Ensuring The Structural Fixings

Why Strength Testing Matters

Anchor proof load testing for structural fixings addresses key failure modes such as concrete cone breakout, anchor pull-out, or shear fracture, which can occur under tension or shear loads. These tests are crucial in concrete environments, where factors like cracking, edge distances, and embedment depths influence performance. According to APP-169, the Building Authority may require tests on a representative sample to confirm compliance, with method statements submitted for agreement. Additionally, these tests serve as an essential check on labor workmanship during installation. The guidelines categorize tests into three appendices based on application:

Appendix A: For cantilevered structures, hangers, or curtain wall remedial works.

Appendix B: For general works non cantilevered structures, hangers, or curtain wall remedial works.

Appendix C: For cementitious or polymer based grouted bolts/dowels/reinforcing bars works or steel T bolts with cast-in channels used for curtain wall/cladding works.

APP-169 Testing Protocols
  1. Apparatus Design: Includes loading frames positioned at least 8A from the anchor bolt (where A is the hole diameter or 1/4 of the embedded length, whichever is greater) to ensure uniform load distribution, and for Appendix A, a dial gauge placed at least 12A from the bolt axis for precise displacement measurement.

  2. Displacement Monitoring: High-precision measurements (0.02mm accuracy) detect creep, relaxation, and recovery, critical for long-term performance.

APP-169

Testing Approaches: Tailor to Your Project Needs

Selection Based on Anchor Application

One of the standout features of APP-169 is its tailored approach to selecting appendices based on the specific location and purpose of anchor installation. We can reference pre-accepted appendices in plans, bypassing separate method statement submissions, depending on whether the anchors are used for cantilevered structures, hangers, curtain wall remedial works (Appendix A), general works non cantilevered structures, hangers, curtain wall remedial works (Appendix B), or grouted/cast-in fixings for curtain walls and cladding (Appendix C).

Appendix

Application

Sampling Rate

Test Load

Holding Period

A

Cantilevered/Hanger/Curtain Wall Remedial

≥5% or 5 (whichever more)

1.5x Recommended load

1 hour

B

Non cantilevered structures, hangers, or curtain wall remedial

≥1% or 5 (whichever more)

1.5x Recommended load

2 minutes

C

Cementitious or polymer-based grouted bolts/dowels/reinforcing bars, works or steel T bolts with cast-in channels used for curtain wall/cladding

≥1% or 5 (whichever more)

1.5x Recommended load

2 minutes

References

Buildings Department. (2023). Practice Note for Authorized Persons, Registered Structural Engineers and Registered Geotechnical Engineers APP-169: Strength Tests for Structural Fixings in Concrete. Hong Kong.