Abstract: A culvert system includes a flexible toe wall that connects to and extends down from the bottom of the culvert. The flexible toe wall is capable of readily conforming to various shapes of the trench conditions provided to receive the toe wall, before or as the trench is backfilled.

Abstract: A bridge system uses foundation structures that are formed of the combination of a metal-frame structure and cast-in-place concrete. The metal-frame structure of the foundation is capable of supporting bridge units before pouring of concrete.

Abstract: A culvert system includes a flexible toe wall that connects to and extends down from the bottom of the culvert. The flexible toe wall is capable of readily conforming to various shapes of the trench conditions provided to receive the toe wall, before or as the trench is backfilled.

Abstract: A pipe joint includes a first pipe and a second pipe. The first pope has a first annular flange at one end, the first annular flange including a first end face. The second pipe has a second annular flange at one end, the second annular flange including a second end face. The first annular flange is mated to the second annular flange, with the first end face and the second end face facing each other and pressing at least one seal member therebetween. A plurality of axial retaining members are disposed around a perimeter of the mated first and second annular flanges to hold the pipe joint together.

Abstract: A corrugated plate structure includes a plurality of corrugated plates connected together to form a corrugated structure having a corrugation direction and a cross-corrugation direction. A reinforcement system includes: a first bracket and a second bracket, where the first bracket extends substantially parallel to the cross-corrugation direction and mounted to side-by-side first and second corrugation crests so as to pass over a corrugation valley that joins the first and second corrugation crest, and where the second bracket is spaced in the corrugation direction from the first bracket, and the second bracket extends substantially parallel to the cross-corrugation direction and mounted to the first and second corrugation crests so as to pass over the corrugation valley. An elongated reinforcing member extends substantially parallel to the corrugation direction and mounted to both the first bracket and the second bracket.

Abstract: A bridge system is provided that utilizes foundation structures that are formed of the combination of a metal-frame structure and cast-in-place concrete.

Abstract: A containment system including a wall member with a plurality of corrugations, each corrugation extending horizontally along a length of the wall member. Each of a multiplicity of the corrugations has openings therein, and at least some of the openings in the corrugations at least partially align to form an upright keyway through the wall member. The system further includes a bracket that has a plurality of corrugation-receiving spaces therein. The wall member is positioned with corrugations in respective corrugation-receiving spaces. The system also includes a locking member received in the upright keyway of the wall member and positioned such that interaction between the locking member and portions of the bracket prevent the wall member from being pulled away from the bracket.

Abstract: A corrugated plate structure includes a plurality of corrugated plates connected together to form a corrugated structure having a corrugation direction and a cross-corrugation direction. A reinforcement system includes: a first bracket and a second bracket, where the first bracket extends substantially parallel to the cross-corrugation direction and mounted to side-by-side first and second corrugation crests so as to pass over a corrugation valley that joins the first and second corrugation crest, and where the second bracket is spaced in the corrugation direction from the first bracket, and the second bracket extends substantially parallel to the cross-corrugation direction and mounted to the first and second corrugation crests so as to pass over the corrugation valley. An elongated reinforcing member extends substantially parallel to the corrugation direction and mounted to both the first bracket and the second bracket.

Abstract: A pipe joint includes a first pipe and a second pipe. The first pope has a first annular flange at one end, the first annular flange including a first end face. The second pipe has a second annular flange at one end, the second annular flange including a second end face. The first annular flange is mated to the second annular flange, with the first end face and the second end face facing each other and pressing at least one seal member therebetween. A plurality of axial retaining members are disposed around a perimeter of the mated first and second annular flanges to hold the pipe joint together.

Abstract: A corrugated plate structure including a plurality of first rows of members, each first row including a first plurality of members connected end-to-end lengthwise. Each first row has members of variable widths along its length to define a first edge, and the first edge is similarly shaped for each first row. The corrugated plate structure further includes a plurality of second rows of members, each second row including a second plurality of members connected end-to-end lengthwise. Each second row has members of variable widths along its length to define a second edge, and the second edge is similarly shaped for each second row. The first edge and the second edge are complementary in shape, and the first rows and second rows are connected side-by-side along their first and second edges, where each member of the first row is interconnected with one member of the second row.

Abstract: A containment system is disclosed, the containment system including a wall member with a plurality of corrugations, each corrugation extending horizontally along a length of the wall member. Each of a multiplicity of the corrugations has openings therein, and at least some of the openings in the corrugations at least partially align to form an upright keyway through the wall member. The system further includes a bracket that has a plurality of corrugation-receiving spaces therein. The wall member is positioned with corrugations in respective corrugation-receiving spaces. The system also includes a locking member received in the upright keyway of the wall member and positioned such that interaction between the locking member and portions of the bracket prevent the wall member from being pulled away from the bracket.

Abstract: A corrugated plate structure including a plurality of first rows of members, each first row including a first plurality of members connected end-to-end lengthwise. Each first row has members of variable widths along its length to define a first edge, and the first edge is similarly shaped for each first row. The corrugated plate structure further includes a plurality of second rows of members, each second row including a second plurality of members connected end-to-end lengthwise. Each second row has members of variable widths along its length to define a second edge, and the second edge is similarly shaped for each second row. The first edge and the second edge are complementary in shape, and the first rows and second rows are connected side-by-side along their first and second edges, where each member of the first row is interconnected with one member of the second row.

Abstract: A liner plate structure, system and method is provided for lining of mine shaft bores, tunnels and the like. The liner plate structure includes a primary plate portion and at least one flange disposed at a side edge of the primary plate portion. A polymer seal element extends along a recess within an exterior surface of the flange.

Abstract: A liner plate structure, system and method is provided for lining of mine shaft bores, tunnels and the like. The liner plate structure includes a primary plate portion and at least one flange disposed at a side edge of the primary plate portion. A polymer seal element extends along a recess within an exterior surface of the flange.

Abstract: A liner plate system for lining shafts or tunnels is provided. The system includes a plurality of curved liner plate units and a plurality of line lock plates. Each curved liner plate unit includes a radially outer side and a radially inner side, the radially inner side including a peripherally extending seal recess having a seal material thereon. Each liner lock plate has an inner side and an outer side, the outer side including a seal recess formed therein, the seal recess having a seal material thereon. The curved liner plate units and the liner lock plates arranged to form a curved wall structure.

Abstract: A tank assembly having an elongated plastic tubular pipe structure and at least one end wall attached to the plastic tubular pipe structure and sized to cover a cross-sectional area defined by the plastic tubular pipe structure. The end wall is a composite unit including a first plastic sheet member having an edge portion and a second plastic sheet member bonded with the edge portion of the first plastic sheet member. The first plastic sheet member is located inward of the second plastic sheet member, the second plastic sheet member having a body portion with an outwardly domed shape to define an internal space between the body portion and a body portion of the first plastic sheet member. A structural foam is disposed in the internal space to provide continuity between the first plastic sheet member and the second plastic sheet member.

Abstract: A tank assembly includes an elongated plastic tubular pipe structure and at least one end wall or internal bulkhead wall attached to the plastic tubular pipe structure. The end wall or internal bulkhead wall is a composite unit formed by a plastic sheet member sized to cover a cross-sectional area defined by the tubular pipe structure and a composite reinforcement strip bonded to the plastic sheet member. The composite reinforcement strip includes an elongated plastic base portion having a plurality of spaced apart ribs extending from a first side thereof and lengthwise therealong, each rib comprising an elongated metal reinforcement encased in plastic, the plastic base portion having a second side abutting against a surface of the plastic sheet member. Other structures can be reinforced using composite strips that are electrofusion welded to one or more walls of the structure.

Abstract: A liner plate structure, system and method is provided for lining of mine shaft bores, tunnels and the like. The liner plate structure includes a primary plate portion and at least one flange disposed at a side edge of the primary plate portion. A polymer seal element extends along a recess within an exterior surface of the flange.

Abstract: A pipe production system includes a plurality of platform segments that are coupled together at a construction site to form a work platform. A helical pipe production system is mounted on the work platform. The work platform includes an integrated drive system that enables the platform to be moved around the terrain of the construction site so that pipe can be produced in-line with an intended or desire pipe laying path.

Abstract: A liner plate structure, system and method is provided for lining of mine shaft bores, tunnels and the like. The liner plate structure includes a primary plate portion and at least one flange disposed at a side edge of the primary plate portion. A thermoplastic fusion element extends along an exterior surface of the flange. A liner structure within a shaft or tunnel includes at least first and second liner plate members assembled together, the liner plate members formed of metal plate material having respective metal surfaces in contact with each other along a plate joint. A thermoplastic fusion seal arrangement is located along the plate joint.