A segment for an annular structure includes an arcuate body extending between a first end and a second end. The segment includes a first plurality of interlocking portions extending from the first end and a second plurality of interlocking portions extending from the second end. Each interlocking portion includes a first leg and a second leg partially embedded in the arcuate body and a connecting portion connecting the first leg and the second leg, the connecting portion external to the arcuate body. The segment also includes a flange proximal to the first end and the second end of the arcuate body. Each flange includes a first spacing portion that extends radially outward from the outside surface and a second extending portion that extends distally from the main body portion.

A process and system is provided to allow rehabilitation of asbestos concrete (AC) pipe to remain in place while rendering the AC pipe harmless, in a manner that protects the ecosystem and saves huge amounts of money lost to bypass, digging, remediation and disposal. The method and system provide for encapsulation of the old AC pipe in place without any digging or disruption to the surrounding area. No dewatering is required, saving the costs required with dewatering. There is minimal disruption to the community's use of the piping system while completing the repair, as such repairs can be done on a manhole-to-manhole basis. Finally, there are no hazardous material disposal requirements, or the costs associated therewith.

A pipe includes a tubular body made entirely of a desert sand engineered cementitious composite (DSECC) made with a cement binder, unprocessed desert sand, and polymer fibers selected from polyethylene fibers, polypropylene fibers, and a combination thereof. The tubular body has a wall with a thickness that is less than 22 percent of an inner diameter of the pipe. The pipe is fully non-metallic.

A prong is configured for use with a concrete reinforcement element and includes first and second legs positioned opposite first and second sides of the prong and a bridge portion connecting distal ends the legs, where the bridge portion forms a first end of the prong. The legs extend from the bridge portion to a second end of the prong opposite the first end, and each of the legs has a proximal end at the second end of the prong. The proximal end of the first leg is bent toward the second leg, and the proximal end of the second leg is bent toward the first leg, such that the proximal ends of the legs overlap each other. Inner surfaces of the proximal ends of the legs define engagement surfaces configured to engage a tie wire, enabling the proximal ends to be connected to the tie wire.

A concrete layer having an upper surface and a lower surface, a first fiber layer having longitudinally oriented and radially oriented fiber embedded in the upper surface of the concrete layer, and a second fiber layering having longitudinally oriented and radially oriented fiber embedded in the lower surface of the concrete layer.

The present invention provides a construction (1) comprising a first element (2) extending between a first (3) and a second (4) opposite free end and comprising a first duct (5) forming an opening (6,7) in each of the first and second free ends. The construction further comprises a second element (8) extending between a third (9) and a fourth (10) opposite free end and comprising a second duct (11) forming an opening (12,13) in each of the third and fourth free ends. The first (2) and second (8) elements are arranged so that the second end (4) and the third end (9) are facing each other. Furthermore, the construction comprises a tubular link (14) with a body of a flexible material, which the tubular link is arranged to provide communication between the first (5) and second (11) ducts, thereby providing an uninterrupted duct from the first end to the fourth end.

The present invention provides a construction (1) comprising a first element (2) extending between a first (3) and a second (4) opposite free end and comprising a first duct (5) forming an opening (6,7) in each of the first and second free ends. The construction further comprises a second element (8) extending between a third (9) and a fourth (10) opposite free end and comprising a second duct (11) forming an opening (12,13) in each of the third and fourth free ends. The first (2) and second (8) elements are arranged so that the second end (4) and the third end (9) are facing each other. Furthermore, the construction comprises a tubular link (14) with a body of a flexible material, which the tubular link is arranged to provide communication between the first (5) and second (11) ducts, thereby providing an uninterrupted duct from the first end to the fourth end.

The present invention relates to a method for manufacturing a sewage pipe element comprising a plastics lining, the method comprising the following steps: providing a mould 2 for manufacturing the sewage pipe element, comprising a first sleeve 22 and a plastics element 20; introducing a concrete into the mould 2; attaching a second sleeve 28; demoulding the sewage pipe element; the first sleeve 22 being connected to the plastics element 20 and the plastics element 20 being connected to the second sleeve 28 in a fluid-tight manner in each case and forming at least part of the plastics lining.

The liner includes a rib formation with a transverse section configured to mechanically lock the liner to a concrete shell and a joint to allow the rib formation to flex. The joint for the rib formation can comprise a first side spaced apart from a second side with each joined to the transverse section to allow each side to flex with respect to each other. The space between the first side and the second side can be filled with a weld material to add rigidity to the rib formation while allowing it to flex. Each of the first side and the second side can be combined at the other end to a shell. The combined rib formation and shell are spirally wound to create the liner.

The liner includes a rib formation with a transverse section configured to mechanically lock the liner to a concrete shell and a joint to allow the rib formation to flex. The joint for the rib formation can comprise a first side spaced apart from a second side with each joined to the transverse section to allow each side to flex with respect to each other. The space between the first side and the second side can be filled with a weld material to add rigidity to the rib formation while allowing it to flex. Each of the first side and the second side can be combined at the other end to a shell. The combined rib formation and shell are spirally wound to create the liner.