Improving bond strength and mass transport properties of spacer-concrete interface with textured spacers

Author:

Muslim F.,Wong H. S.ORCID,Chiu T. K. Q.,Buenfeld N. R.

Abstract

AbstractSpacers are important devices used in all concrete structures to support reinforcing steel and achieve the required cover. However, spacers induce a weak, porous and microcracked interface that facilitates ingress of aggressive agents. This paper aims to address the problem by developing a method to produce cementitious spacers with a range of small-scale surface textures including grooves, squares, rectangles, hemispheres and pyramids. The textured spacers were cast in Portland cement mortar or concrete, cured up to 28 days, and tested for tensile bond strength, accessible porosity and mass transport properties. The properties were correlated to surface characteristics to establish the effects of texture on spacer-concrete interface. Results show that textured spacers promote mechanical interlocking with concrete, thereby increasing bond strength, resistance against microcracking and pressure-induced flow. The use of certain textures can compensate for the negative effects of spacers, achieving similar bond strength and permeability to monolithic concrete without the interface.

Funder

Engineering and Physical Sciences Research Council

Publisher

Springer Science and Business Media LLC

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference49 articles.

1. BS EN 7973–1: 2001 Spacers and chairs for steel reinforcement and their specification. Part 1: Product performance requirements (2001). BSI Standards Publication, London

2. BS EN 7973–2: 2001 Spacers and chairs for steel reinforcement and their specification. Part 2: Fixing and application of spacers and chairs and tying of reinforcement (2001). BSI Standards Publication, London

3. BS En 13670 2009 Execution of concrete structures (2009) BSI Standards Publications London

4. ACI SP-66 (04): ACI Detailing Manual (2004). American Concrete Institute

5. ACI 315–99 (1999): Details and detailing of concrete reinforcement (1999). American Concrete Institute

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