Concrete structural member splicing device

A concrete structural member splicing device comprising:

• a male connector;
• a female connector;
• a locking key member;
• and
• locking means,
• said male connector comprising a first elongated block, a first end of which is shaped, said block having an axial first hole passing therethrough, a portion of said first hole defining the shape of a frustum whose larger end lies toward the first end of said first block, while another portion of said first hole adjacent the larger end of the frustum-shaped portion, defines a first shaped chamber whose end lying opposite said frustum-shaped portion is provided with opposed ledge members transversely positioned relative to the longitudinal axis of said first hole;
• said female connector comprising a second block with an axial second hole passing therethrough, a second shaped end of said second hole having dimensions adapted to receive the first end of said first block, while the portion of said second hole adjacent said second end defines a second shaped chamber whose end lying adjacent said second end is provided with opposed ledge members transversely positioned relative to the longitudinal axis of said second hole, while the other end of said second shaped chamber adjoins a portion of said second hole defining the shape of a frustum whose smaller end lies opposite said second end;
• each of said first and second blocks being provided with a keyway extending through opposite walls thereof, one end of said keyway being defined by the spacing between said opposed ledge members, while the other end of said keyway is defined by the cross-sectional shape of the shaped chamber adjacent said ledge members;
• said locking key member comprising an elongate member that includes transverse end portions that are wider than a center portion connecting said end portions, said center portion being adapted to be inserted between said opposed ledge members of said male and female connectors, and said end portions being adapted to be inserted into the portion of said first and second shaped chambers adjacent said ledge members when the ledge members of said male and female connectors are positioned adjacent each other so that said first and second holes are co-axial;
• said locking means being adapted to grip prestressing elements of a concrete structural member so as to fasten said elements to said connectors, and
• further comprising a hollow tube member axially aligned with each of said axial holes, said tube members being positioned in contact with the end of said connectors, opposite to the end of said axial holes adjacent to said ledge members, and said tube members being adapted to receive one of said prestressing elements.

A concrete structural member splicing device comprising:

• a male connector;
• a female connector;
• a locking key member;
• and
• locking means,
• said male connector comprising a first elongated block, a first end of which is shaped, said block having an axial first hole passing therethrough, a portion of said first hole defining the shape of a frustum whose larger end lies toward the first end of said first block, while another portion of said first hole adjacent the larger end of the frustum-shaped portion, defines a first shaped chamber whose end lying opposite said frustum-shaped portion is provided with opposed ledge members transversely positioned relative to the longitudinal axis of said first hole;
• said female connector comprising a second block with an axial second hole passing therethrough, a second shaped end of said second hole having dimensions adapted to receive the first end of said first block, while the portion of said second hole adjacent said second end defines a second shaped chamber whose end lying adjacent said second end is provided with opposed ledge members transversely positioned relative to the longitudinal axis of said second hole, while the other end of said second shaped chamber adjoins a portion of said second hole defining the shape of a frustum whose smaller end lies opposite said second end;
• each of said first and second blocks being provided with a keyway extending through opposite walls thereof, one end of said keyway being defined by the spacing between said opposed ledge members, while the other end of said keyway is defined by the cross-sectional shape of the shaped chamber adjacent said ledge members;
• said locking key member comprising an elongate member that includes transverse end portions that are wider than a center portion connecting said end portions, said center portion being adapted to be inserted between said opposed ledge members of said male and female connectors, and said end portions being adapted to be inserted into the portion of said first and second shaped chambers adjacent said ledge members when the ledge members of said male and female connectors are positioned adjacent each other so that said first and second holes are co-axial;
• said locking means being adapted to grip prestressing elements of a concrete structural member so as to fasten said elements to said connectors, and
• wherein each of said connectors is provided with a plurality of alignment bolt holes extending downward at right angles from the end of said connectors adjacent their mating surfaces.

A concrete structural member having longitudinal prestressing elements located therein, one end of each of said elements being connected to a male connector comprising a first elongated block, a first end of which is shaped, said block having an axial first hole passing therethrough, a portion of said first hole defining the shape of a frustum whose larger end lies toward said first end of said first block, while another portion of said first hole adjacent the larger end of the frustum-shaped portion defines a first shaped chamber whose end lying opposite said frustum-shaped portion is provided with opposed ledge members transversely positioned relative to the longitudinal axis of said first hole, that is positioned on one end of said member, and the other end of each of said elements being connected to a female connector comprising a second block with an axial second hole passing therethrough, a second shaped end of said second hole having dimensions adapted to receive the first end of said first block, while the portion of said second hole adjacent said second end defines a second shaped chamber whose end lying adjacent said second end is provided with opposed ledge members transversely positioned relative to the longitudinal axis of said second hole, while the other end of said second shaped chamber adjoins a portion of said second hole defining the shape of a frustum whose smaller end lies opposite said second end, that is positioned on the other end of said member wherein each of said connectors is provided with a hollow tube positioned within said member, in contact with the end of said connector, and in axial alignment with the axial hole extending therethrough, said tube being adapted to received a part of the prestressing element connected to each of said connectors, thereby forming a relaxation cavity in which said part is protected from contact with concrete, allowing said part to place continuous tension on said connector.

The process of simultaneously forming multiple prestressed concrete members in a casting bed, comprising:

• fastening connectors for a structural member splicing device to a master template;
• said structural member splicing device comprising:
• a male connector;
• a female connector;
• a locking key member;
• and
• locking means,
• said male connector comprising a first elongated block, a first end of which is shaped, said block having an axial first hole passing therethrough, a portion of said first hole defining the shape of a frustrum whose larger end lies toward said first end of said first block, while another portion of said first hole adjacent the larger end of the frustrum-shaped portion, defines a first shaped chamber whose end lying opposite said frustrum-shaped portion is provided with opposed ledge members transversely positioned relative to the longitudinal axis of said first hole;
• said female connector comprising a second block with an axial second hole passing therethrough, a second shaped end of said second hole having dimensions adapted to receive the first end of said first block, while the portion of said second hole adjacent said second end defines a second shaped chamber whose end lying adjacent said second end is provided with opposed ledge members transversely positioned relative to the longitudinal axis of said second hole, while the other end of said second shaped chamber adjoins a portion of said second hole defining the shape of a frustrum whose smaller end lies opposite said second end;
• each of said first and second blocks being provided with a keyway extending through opposite walls thereof, one end of said keyway being defined by the spacing between said opposed ledge members, while the other end of said keyway is defined by the cross-sectional shape of the shaped chamber adjacent said ledge members;
• said locking key member comprising an elongate member that includes transverse end portions that are wider than a center portion connecting said end portions, said center portion being adapted to be inserted between said opposed ledge members of said male and female connectors, and said end portions being adapted to be inserted into the portion of said first and second shaped chambers adjacent said ledge members when the ledge members of said male and female connectors are positioned adjacent each other so that said first and second holes are co-axial, and
• said locking means being adapted to grip prestressing elements of a concrete structural member so as to fasten said elements to said connectors;
• said master template comprising a plate member, and a plurality of plate insert plugs, wherein said plate member contains a plurality of first strand holes therein adapted to receive prestressing strands passing therethrough, and also contains the same said plurality of countersunk areas on one side thereof, coaxial with said strand holes and capable of receiving said insert plugs therein, said plate member also having first alignment holes extending therethrough, said first alignment holes being adapted to receive alignment bushings therein, said first alignment holes being positioned over said countersunk areas, and wherein said insert plugs are dimensioned to be received into said countersunk areas, and when so received, second alignment holes in said insert plugs are positioned opposite and coaxial with said first alignment holes, said second alignment holes also being adapted to receive said bushings and said plugs also being provided with second strand holes passing therethrough coaxial with said first strand holes, and wherein further, following their insertion into said plate member, the exposed surface of said insert plugs being adapted to mate with a said shaped end of a connector of the splicing device;
• and wherein still further, when so mated, said bushing holes are positioned so that inserted bushings are located within a keyway extending through said connector, so that said plate member, insert plug, and connector can be fastened together with bolts passing through said bushings into tapped holes located coaxially with said bushings in the bottom of said keyway;
• fastening one of said master templates on each side of a collapsible bulkhead to form assemblies;
• threading prestressing strands through said assemblies and through hollow tube members adjacent said connectors;
• fastening one end of said strands to a stationary casting bed bulkhead, and the other end of said strands to a casting bed jack;
• placing said strands under tension;
• pouring and curing the concrete;
• installing said feather member;
• removing said pins;
• releasing said tension;
• and
• thereafter severing said prestressing strands at a point within said collapsible bulkhead.