Adequate compaction and curing of concrete for proper setting.
Bonding steel to concrete.
The bond is assumed to be perfect in the design of reinforced concrete the bond between steel and concrete can be increased by the following methods.
Using deformed or twisted bar.
Steel carbon fiber and glass fiber elements sikadur epoxy adhesives have been widely used since the 1960 s to bond steel plates on concrete structures.
We additionally see requirements for bonding steel rebar in concrete in ieee 1100 emerald book section 8 5 and ieee 142 green book section 4 2 1 and 4 2 3.
The strength of a bonding joint if made properly will always far exceed that of even the best quality concrete.
Using rich mix of concrete.
Concrete would have gotten an f.
Providing hooks at the end of the reinforcing bars.
When it does you either have to patch it or replace it.
Such as kemko 038.
The flexural strength of concrete for example will lie in the 600 to 800 psi range.
Concrete is marvelous stuff but in time it will deteriorate.
Magnetic build up harmonics transients emi emf and other objectionable currents that can build up on steel rebar will need a path to ground.
Signal and power bonds to railroad rails and bonds on crane rails.
Portland cement concrete works well in mass and provides great compressive strength but not bond.
The bond strength is the measure of the effectiveness of the grip between concrete and steel and has no standard quantitative definition.
Two applications typically require bonding to steel.
The injection resin shall be a two component epoxy adhesives which has the capability to bond to concrete wood or steel surfaces.
For injection of cracks up to 1 4 inch cold joints delaminations and holes above 40 f the two component epoxy adhesive shall have a mixed viscosity from 200 to 350 cps at 73 f.
A typical cured resin on the other hand will show a cross breaking strength around 5 800 psi which means that any breakage will occur through the.
These special adhesives are also used to bond new or replacement parts and components onto concrete structures as well as composite sections based on glass or carbon fiber.
There is nothing in basic portland cement that will act as a bonding agent.