Sealing Various Joint Types In Buildings
a) Cracks: Cracks are produced in concrete due to shrinkage, thermal changes, structural-related stresses, and long-term strain shortening. Before selecting a sealant, the reason for the cracking must be determined and moving cracks must be identified. In some cases, structural bonding of a crack may be required, whereas in other situations, restraint across the crack is to be avoided.
b) Contraction (control) joints: Contraction joints are intentional gaps / discontinuities provided to control crack locations to accommodate the contraction of concrete. The necessary plane of weakness may be formed by reducing the concrete cross section by tooling or saw cutting a joint, usually within 24 h. It must be sealed in such a way that it must allow contraction to occur.
c) Expansion (isolation) joints: Expansion joints are made by providing a space over the entire cross section between abutting structural units and are used to prevent crushing and distortion of abutting concrete structural units due to the transmission of compressive forces that may be developed by expansion, applied loads, or differential movements arising from the configuration of the structure or its settlement.
d) Construction joints: Construction joints are formed by interruptions in the placement of concrete or due to the positioning of precast units. Locations are usually predetermined so as to limit the work that can be done at one time to a convenient size. They may be required to function later as expansion or contraction joints, or they may be required to be firmly bonded together so as to maintain complete structural integrity. Construction joints may run horizontally or vertically depending on the placing sequence prescribed by the design of the structure.
e) Sealing methods: Methods to seal joints include injection techniques, routing and caulking, bonding, installing pre-molded seals, or installing appropriate surface protection systems (such as elastomeric membranes).
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