Bonding Agents In Construction

Bonding Agents In Construction

Latex emulsions and epoxies are two main types of bonding agents used in construction. This article will look into the properties of each and will guide the users on their specific advantages and specifications.

Bonding agents are natural, compounded or synthetic materials used to enhance the joining of individual members of a structure without employing mechanical fasteners. These products are often used in repair applications such as the bonding of fresh concrete, sprayed concrete or sand/cement repair mortar to hardened concrete.

Two of the critical factors affecting the bonding between new and old concrete, provided sound concrete practices are followed, are

(i)   the strength and integrity of the old surface and

(ii)  the cleanliness of the old surface.

When a weak layer of concrete (laitance) exists on the old surface or when the old surface is dirty, a poor bond is obtained.

The surface condition thus plays a critical role in bond development, although the strength of the bond depends on other factors such as proper compaction of the new concrete and proper surface preparation that takes into account the density of the base concrete. For a sound base concrete, for example, acid etching will suffice, while mechanical cleaning will be essential if the old concrete contains a weak or deteriorated surface.

The main types of bonding agents used in the construction industry are latex emulsions and epoxies. Although good adhesion may be obtained without a bonding agent, generally a bonding layer consisting of cement and sand slurry, cement/latex slurry or epoxy increases bond strength.

Latex Emulsions

There are a variety of applications for latex emulsions used as bonding agents. Some have a greater degree of water resistance than others. The latex emulsions generally used in cementitious compositions are of the oil-in-water type, and sometimes contain more than 50% water. They are generally stable in the cement/water system.

However, not all emulsions are compatible with cement, and the selection of an appropriate product for a given application requires an understanding of its chemistry or, alternatively, consultation with the manufacturer.

The following two methods can be used to modify a latex to make it a useful bonding agent:

(i) Prepare a neat cement slurry utilizing the latex as part of the mixing water;

(ii) Use a re-emulsifiable latex, which can be softened and re-tackified upon contact with water.

The use of the latex without any cement in the mix produces a failure plane because of the lack of film formation at the bond interface.

There are four types of latex emulsions bonding agents;

Styrene Butadiene (SBR)

Styrene butadiene (SBR) latex, which is compatible with cementitious compounds, is a copolymer. This type of latex shows good stability in the presence of multivalent cations such as calcium (Ca2+) and aluminum (Al3+), and is unaffected by the addition of relatively large amounts of electrolytes (e.g., CaCl2 ). SBR latex may coagulate if subjected to high temperatures, freezing temperatures, or severe mechanical action for prolonged periods of time.

Polyvinyl acetate latex (PVA)

Two main types of PVAs are used in repair: non-re-emulsifiable and emulsifiable. Non-re-emulsifiable PVA forms a film that offers good water resistance, ultraviolet stability, and aging characteristics. Because of its compatibility with cement, it is widely used as a bonding agent and as a binder for cementitious water-based paints and waterproofing coatings. Emulsifiable PVA produces a film that can be softened and re-tackified with water.

This type of latex permits the application of a film to a surface long before the subsequent application of a water-based overlay. Its use is limited to specific applications where the possible infiltration of moisture to the bond line is precluded.

It is most widely used as a bonding agent for plaster, and to bond finishor base-coat gypsum, or Portland cement plaster, to interior surfaces of cured castin-place concrete.

Acrylic latex

Acrylic ester resins are polymers and copolymers of the esters of acrylic and methacrylic acids. Their physical properties range from soft elastomers to hard plastics.

This type of emulsion is used in cementitious compounds in much the same manner as SBR latex.

Epoxy latex

Epoxy emulsions are produced from liquid epoxy resin mixed with the curing agent. In addition to serving as an emulsifying agent, the curing agent also serves as a wetting agent. From the time of mixing until gellation occurs, the emulsions are stable and can be diluted with water. Pot life can be varied from 1 to 6 hours depending on the curing agent selected and on the amount of water added. Most epoxy emulsions are prepared on the job site just before use because phase separation occurs in prepackaged emulsions. Equal parts of epoxy and curing agent are mixed, then blended for 2 to 5 minutes and allowed to set for 15 minutes to enable polymerization to begin.

While the mixture is being mechanically agitated, water is added slowly to form the emulsion. As an alternative to these liquid-based systems, which require on-site measurement and pre-dilution, it is now possible to obtain factory-blended powders containing a mixture of cement, spray-dried latex powders, sand and other additives, which are simply mixed with water on site.

The resultant “stipple” finish provides a good “key” for repair mortar or overlays. The stippled grout coat minimizes the loss of water from the overlay to the substrate, preventing desiccation of the cement and the resultant poor bond. Although the grout coat does provide points of anchorage for bonding, the application of the repair mortar or overlay while this key coat is still tacky is strongly recommended.

 

Epoxy Bonding Agents

Various epoxy products are available for the bonding of freshly placed concrete to cured concrete and of concrete to steel. Most products contain resins that are 100% solids. They may or may not contain fillers, such as calcium carbonate or silica flour, and other additives to enhance a particular property or reduce cost.

The material selected must meet requirements related to physical properties such as viscosity, bond strength, shrinkage and thermal compatibility.

The specification classifies the epoxy-resin bonding system by type, grade and class.

The type is determined by end use. Systems can be summarized as follows: Type I, for bonding hardened concrete and other materials to hardened concrete; Type II, for bonding freshly mixed concrete to hardened concrete; Type III, for bonding skid-resistant materials to hardened concrete (or for use as a binder in epoxy mortars or concretes).

The grade of a system is defined by its flow characteristics. For example, materials of low viscosity suitable for injection into cracks, and where flow is required, are grouped in Grade 1. Grade 2 comprises medium-viscosity materials for general purpose use, and Grade 3 materials are of a non-sagging consistency for overhead work or for bonding non-mating surfaces.

 The materials are further divided into classes by the test temperature at which the gel times are determined (gel time is the interval between the beginning of mixing an epoxy system and the first formation of a gelatinous mass within the system). The materials are not, however, restricted to use at the temperature designated for each class. Class A – systems for use below 5°C Class B – systems for use between 5 and 15°C Class C – systems for use above 15°C.

Three properties stipulated in the ASTM specification are of great importance, namely: bond strength, shrinkage and thermal compatibility. The tests are an effective means of screening products that are unsuitable for the intended use. For example, the bond strength test (ASTM C882) will eliminate systems that are adversely affected by bleed water from plastic concrete if the intended use is the bonding of fresh concrete to hardened concrete.

The shrinkage test (ASTM C883) will eliminate systems containing solvents, excessive quantities of dilutents or other chemicals that will induce shrinkage.

If a bonding system has a high modulus of elasticity, a patch or overlay may delaminate as a result of changes in temperature. The ASTM C884 test measures this tendency. Although the ASTM C881 specification provides a means of screening out materials that are likely to perform poorly, other properties not addressed in the specification should be taken into account when making a final choice among similar epoxy resin systems. Most epoxy bonding products have a pot life or setting time of 15–30 minutes at 25°C, making it necessary to mix only the amount that can be properly used in that period of time. At temperatures below 0°C, the setting time is considerably longer (4–5 hours).

Where extensive repair work is necessary — such as slab replacement or resurfacing of vertical walls or columns — epoxy bonding agents, in combination with new concrete, often provide the most economical solution. The use of the bonding agent ensures that the repair will have the strength of monolithically cast concrete.

Conclusion

One of the critical factors governing the achievement of an effective repair is good adhesion at the interface of the repair material and the concrete substrate. Good adhesion is imperative for structural repairs where monolithic character is required for the transfer of load. A proper bond between the repair material and the substrate can be obtained by diligent workmanship — involving surface preparation, consolidation and curing — without the use of bonding agents. However, bonding agents play a significant role where it is critical to ensure bond at the interface. For example, a weak and pliable substrate may need strengthening to match the modulus of the repair material. A bonding agent may be required because of the prevailing poor ambient conditions. Notwithstanding the advantages provided by bonding agents, they should not be used to compensate for poor workmanship.

You can contact In Doors East Africa by calling 0734692331 for more information.


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