Systems and methods for connecting UHPC structural elements
Systems and methods for connecting (and/or splicing) ultra-high-performance concrete (UHPC) precast elements are provided, as well as the finished connected UHPC elements after connection. The UHPC precast elements can be designed for applications in building construction and/or civil engineering. Overhang connection structures and spar connection structures are provided. In either case, holes can be created in one UHPC beam segment (e.g., by casting or drilling) to accommodate dowel bars from a corresponding UHPC segment.
1 . A system for connecting concrete structural elements, the system comprising:
a first concrete structural element comprising dowel bars extending in a first direction from a first face of the first concrete structural element;
a second concrete structural element comprising dowel holes formed in a second face of the second concrete structural element, the dowel holes being configured to respectively receive the dowel bars of the first concrete structural element; and
a complementary connection structure that is an overhang connection structure,
the first concrete structural element and the second concrete structural element each being an ultra-high-performance concrete (UHPC) precast structural element,
the first concrete structural element comprising a third face opposite from the first face of the first concrete structural element,
the first face of the first concrete structural element comprising a first extended portion and a first non-extended portion such that the first extended portion of the first face extends farther from the third face of the first concrete structural element than does the first non-extended portion,
the second concrete structural element comprising a fourth face opposite from the second face of the second concrete structural element,
the second face of the second concrete structural element comprising a second extended portion and a second non-extended portion such that the second extended portion of the second face extends farther from the fourth face of the second concrete structural element than does the second non-extended portion,
the first extended portion and the first non-extended portion being configured to match up with the second non-extended portion and the second extended portion, respectively, when the first concrete structural element is connected to the second concrete structural element, thereby providing the overhang connection structure,
the dowel bars being formed on both the first extended portion and the first non-extended portion,
the dowel holes being formed on both the second extended portion and the second non-extended portion, and
the dowel bars on the first non-extended portion overlapping the first extended portion in a second direction perpendicular to the first direction in which the dowel bars extend.
2 . The system according to claim 1 , the first concrete structural element and the second concrete structural element each having an H-shaped cross section, such that the first face of the first concrete structural element has an H-shape and the second face of the second concrete structural element has an H-shape.
3 . The system according to claim 1 , the first extended portion being extended away from the first non-extended portion by a first length,
the second extended portion being extended away from the second non-extended portion by a second length, and
the first length being the same as the second length.
4 . The system according to claim 1 , the dowel bars of the first concrete structural element being respectively inserted into the dowel holes of the second concrete structural element such that the first concrete structural element is connected to the second concrete structural element, and
the system further comprising a cured adhesive material disposed in the dowel holes and in contact with the dowel bars.
5 . The system according to claim 1 , the dowel bars on the first extended portion extending farther from the third face of the first concrete structural element than do the dowels bars on the first non-extended portion.
6 . A system for connecting concrete structural elements, the system comprising:
a first concrete structural element comprising dowel bars extending from a first face of the first concrete structural element;
a second concrete structural element comprising dowel holes formed in a second face of the second concrete structural element, the dowel holes being configured to respectively receive the dowel bars of the first concrete structural element; and
a complementary connection structure that is an overhang connection structure,
the first concrete structural element and the second concrete structural element each being an ultra-high-performance concrete (UHPC) precast structural element,
the first concrete structural element and the second concrete structural element each having an H-shaped cross section, such that the first face of the first concrete structural element has an H-shape and the second face of the second concrete structural element has an H-shape,
the dowel bars of the first concrete structural element being respectively inserted into the dowel holes of the second concrete structural element such that the first concrete structural element is connected to the second concrete structural element,
the system further comprising a cured adhesive material disposed in the dowel holes and in contact with the dowel bars,
the adhesive material comprising at least one of epoxy, UHPC, and bonding grout,
the first concrete structural element comprising a third face opposite from the first face of the first concrete structural element,
the first face of the first concrete structural element comprising a first extended portion and a first non-extended portion such that the first extended portion of the first face extends farther from the third face of the first concrete structural element than does the first non-extended portion,
the second concrete structural element comprising a fourth face opposite from the second face of the second concrete structural element,
the second face of the second concrete structural element comprising a second extended portion and a second non-extended portion such that the second extended portion of the second face extends farther from the fourth face of the second concrete structural element than does the second non-extended portion,
the first extended portion and the first non-extended portion being configured to match up with the second non-extended portion and the second extended portion, respectively, when the first concrete structural element is connected to the second concrete structural element, thereby providing the overhang connection structure,
the dowel bars being formed on both the first extended portion and the first non-extended portion,
the dowel holes being formed on both the second extended portion and the second non-extended portion, and
the dowel bars on the first non-extended portion overlapping the first extended portion in a second direction perpendicular to the first direction in which the dowel bars extend.
7 . The system according to claim 6 ,
the first extended portion being extended away from the first non-extended portion by a first length,
the second extended portion being extended away from the second non-extended portion by a second length, and
the first length being the same as the second length.
8 . The system according to claim 6 , the dowel bars on the first extended portion extending farther from the third face of the first concrete structural element than do the dowels bars on the first non-extended portion.