Sewer Joint Grout Sealing
The mainline grouting process begins by air-testing joints to determine grouting requirements. If a joint fails an air test, a packer containing the grout is inserted into the line through the manhole. After centering on the joint, the packer is inflated, and grout is injected through the joint connection. The grout creates a hard, impermeable gel around the outside of the pipe. The packer is then deflated, and pulled back for camera inspection, scraping the remaining gel ring leaving 100% flow capacity in the pipe.
Chemical grouting in sewer systems intends to seal leaks and stop infiltration and exfiltration. Groundwater infiltration into sanitary sewers increases flow levels and puts more pressure on treatment plant facilities. This may eventually lead to unnecessary construction of larger volume treatment plants, where simple grouting procedures would have sufficed.