-
公开(公告)号：US11162237B2
公开(公告)日：2021-11-02
申请号：US16817495
申请日：2020-03-12
Applicant: WASKEY BRIDGES, INC.
Inventor： Stephen G. Benton, Jr. , Kevin Babin
IPC: E02B3/12
Abstract: A concrete mat apparatus, including a plurality of elongated concrete members, each member being aligned with and next to another concrete member. Each of the concrete members has an upper generally flat surface, a lower generally flat surface, and a plurality of inclined surfaces that each extend away from an upper or lower surface. Reinforcement extends from a first end portion of each concrete member to a second end portion thereof, the reinforcement including a plurality of longitudinally extending reinforcement bars and a plurality of encircling tie bars at spaced apart intervals. Cabling connects each of the elongated concrete members to another of the elongated concrete members. The combination of elongated concrete members has a width and a length that is at least twice as long as the width. The upper inclined surfaces of one of the elongated concrete members forms a plane with the lower inclined surface of an adjacent elongated concrete member. A plurality of loops are provided along opposed edges of the mat, each loop formed by a portion of the cabling. The loops can be spaced between about one and three feet (30.5 and 91.4 cm) apart.
-
公开(公告)号：US11866942B1
公开(公告)日：2024-01-09
申请号：US17955929
申请日：2022-09-29
Applicant: WASKEY BRIDGES, INC.
Inventor： Stephen G. Benton, Jr. , Benjamin Owens , Charlie Belsom , Kevin Babin , Jon Gary
IPC: E03F5/04 , E04D13/064 , F16L1/06 , F17D1/08
CPC classification number: E04D13/0646 , E03F5/04 , F16L1/06 , F17C2260/037 , F17D1/082
Abstract: A method of installing a trough or trench for containing a cryogenic spill, includes the step of constructing multiple precast concrete sections at a first location, each section having a bottom wall and spaced apart side walls connected to and extending up from the bottom wall. Each section has end portions that enable connection to another concrete section. The method includes (at the first location), preparing multiple panels of polymeric concrete material by filling one or more molds with a slurry or liquid polymeric concrete material and after time allowing the material to cure and harden. At the first location, one or more of the panels is adhered to the bottom wall and side walls of each concrete section using an adhesive. After adhering of the panels to the concrete sections, the concrete sections are transported from the first location to a second location that is remote from the first location. At the second location, the concrete sections are connected together using connections that join one end portion of a concrete section to and end portion of another concrete section. In one embodiment, the trough or trench is placed next to a pipe rack having cryogen containing flow lines. A slab and riser arrangement preferably channel any spill to the trough or trench.
-
公开(公告)号：US11542700B1
公开(公告)日：2023-01-03
申请号：US16906324
申请日：2020-06-19
Applicant: WASKEY BRIDGES, INC.
Inventor： Stephen G. Benton, Jr. , Benjamin Owens , Charlie Belsom , Kevin Babin , Jon Gary
Abstract: A method of installing a trench for containing a cryogenic spill, including the step of constructing multiple precast concrete sections at a first location, each section preferably having a bottom wall and spaced apart side walls connected to and extending up from the bottom wall. Each section preferably has end portions that enable connection to another said concrete section. The method includes applying a polymeric concrete material to the bottom wall and side walls of each concrete section preferably using a spray application. The concrete sections are connected together using connections that preferably join one end portion of a concrete section to and end portion of another concrete section. An epoxy grout or non-sag seal can be preferably applied to the connections.
-
公开(公告)号：US11447921B1
公开(公告)日：2022-09-20
申请号：US17129320
申请日：2020-12-21
Applicant: WASKEY BRIDGES, INC.
Inventor： Stephen G. Benton, Jr. , Benjamin Owens , Charlie Belsom , Kevin Babin , Jon Gary
Abstract: A method of installing a trench for containing a cryogenic spill, including the step of constructing multiple precast concrete sections at a first location, each section preferably having a bottom wall and spaced apart side walls connected to and extending up from the bottom wall. Each section preferably has end portions that enable connection to another said concrete section. The method includes (at the first location) preparing multiple panels of polymeric concrete material by filling one or more molds with a slurry or liquid polymeric concrete material and after time allowing the material to cure and harden. The mold can have a cavity that is lined with a release material. At the first location, one or more of the panels can be adhered to the bottom wall and side walls of each concrete section preferably using an adhesive. After adhering of the panels to the concrete sections, the concrete sections can be transported from the first location to a second location that is remote from the first location. At the second location, the concrete sections are connected together using connections that preferably join one end portion of a concrete section to and end portion of another concrete section. An epoxy grout is preferably field applied to the connections at the second location.
-
Patent Agency Ranking
公开(公告)号：US11041299B1
公开(公告)日：2021-06-22
申请号：US16596081
申请日：2019-10-08
Applicant: WASKEY BRIDGES, INC.
Inventor： Stephen G. Benton, Jr. , Benjamin Owens , Charlie Belsom , Kevin Babin , Jon Gary
IPC: E03F5/04 , E04D13/064 , F17D1/08 , F16L1/06
Abstract: A method of installing a trough or trench for containing a cryogenic spill, includes the step of constructing multiple precast concrete sections at a first location, each section having a bottom wall and spaced apart side walls connected to and extending up from the bottom wall. Each section has end portions that enable connection to another concrete section. The method includes (at the first location), preparing multiple panels of polymeric concrete material by filling one or more molds with a slurry or liquid polymeric concrete material and after time allowing the material to cure and harden. At the first location, one or more of the panels is adhered to the bottom wall and side walls of each concrete section using an adhesive. After adhering of the panels to the concrete sections, the concrete sections are transported from the first location to a second location that is remote from the first location. At the second location, the concrete sections are connected together using connections that join one end portion of a concrete section to and end portion of another concrete section. In one embodiment, the trough or trench is placed next to a pipe rack having cryogen containing flow lines. A slab and riser arrangement preferably channel any spill to the trough or trench.
-
公开(公告)号：US11898340B1
公开(公告)日：2024-02-13
申请号：US17947254
申请日：2022-09-19
Applicant: WASKEY BRIDGES, INC.
Inventor： Stephen G. Benton, Jr. , Benjamin Owens , Charlie Belsom , Kevin Babin , Jon Gary
CPC classification number: E03F5/04 , E02B5/02 , E03F5/0407 , F16L1/036
Abstract: A method of installing a trench for containing a cryogenic spill, including the step of constructing multiple precast concrete sections at a first location, each section preferably having a bottom wall and spaced apart side walls connected to and extending up from the bottom wall. Each section preferably has end portions that enable connection to another said concrete section. The method includes (at the first location) preparing multiple panels of polymeric concrete material by filling one or more molds with a slurry or liquid polymeric concrete material and after time allowing the material to cure and harden. The mold can have a cavity that is lined with a release material. At the first location, one or more of the panels can be adhered to the bottom wall and side walls of each concrete section preferably using an adhesive. After adhering of the panels to the concrete sections, the concrete sections can be transported from the first location to a second location that is remote from the first location. At the second location, the concrete sections are connected together using connections that preferably join one end portion of a concrete section to and end portion of another concrete section. An epoxy grout is preferably field applied to the connections at the second location.
-
公开(公告)号：US10704217B2
公开(公告)日：2020-07-07
申请号：US16393278
申请日：2019-04-24
Applicant: WASKEY BRIDGES, INC.
Inventor： Stephen G. Benton, Jr. , Kevin Babin
Abstract: A concrete mat apparatus, includes a plurality of elongated concrete members, each member being aligned with and next to another concrete member. Each of the concrete members has an upper generally flat surface, a lower generally flat surface, and a plurality of inclined surfaces that each extend away from an upper or lower surface. Reinforcement extends from a first end portion of each concrete member to a second end portion thereof, the reinforcement including a plurality of longitudinally extending reinforcement bars and a plurality of encircling tie bars at spaced apart intervals. Cabling connects each of the elongated concrete members to another of the elongated concrete members. The upper inclined surfaces of one of the elongated concrete members forms a plane with the lower inclined surface of an adjacent elongated concrete member. A plurality of loops are provided along opposed edges of the mat.
-
公开(公告)号：US11926979B2
公开(公告)日：2024-03-12
申请号：US17516359
申请日：2021-11-01
Applicant: WASKEY BRIDGES, INC.
Inventor： Stephen G. Benton, Jr. , Kevin Babin
IPC: E02B3/12
CPC classification number: E02B3/122 , E01C2201/167
Abstract: A concrete mat apparatus, including a plurality of elongated concrete members, each member being aligned with and next to another concrete member. Each of the concrete members has an upper generally flat surface, a lower generally flat surface, and a plurality of inclined surfaces that each extend away from an upper or lower surface. Reinforcement extends from a first end portion of each concrete member to a second end portion thereof, the reinforcement including a plurality of longitudinally extending reinforcement bars and a plurality of encircling tie bars at spaced apart intervals. Cabling connects each of the elongated concrete members to another of the elongated concrete members. The combination of elongated concrete members has a width and a length that is at least twice as long as the width. The upper inclined surfaces of one of the elongated concrete members forms a plane with the lower inclined surface of an adjacent elongated concrete member. A plurality of loops are provided along opposed edges of the mat, each loop formed by a portion of the cabling. The loops can be spaced between about one and three feet (30.5 and 91.4 cm) apart.
-
公开(公告)号：US11473308B1
公开(公告)日：2022-10-18
申请号：US17352594
申请日：2021-06-21
Applicant: WASKEY BRIDGES, INC.
Inventor： Stephen G. Benton, Jr. , Benjamin Owens , Charlie Belsom , Kevin Babin , Jon Gary
IPC: E03F5/04 , E04D13/064 , F16L1/06 , F17D1/08
Abstract: A method of installing a trough or trench for containing a cryogenic spill, includes the step of constructing multiple precast concrete sections at a first location, each section having a bottom wall and spaced apart side walls connected to and extending up from the bottom wall. Each section has end portions that enable connection to another concrete section. The method includes (at the first location), preparing multiple panels of polymeric concrete material by filling one or more molds with a slurry or liquid polymeric concrete material and after time allowing the material to cure and harden. At the first location, one or more of the panels is adhered to the bottom wall and side walls of each concrete section using an adhesive. After adhering of the panels to the concrete sections, the concrete sections are transported from the first location to a second location that is remote from the first location. At the second location, the concrete sections are connected together using connections that join one end portion of a concrete section to and end portion of another concrete section. In one embodiment, the trough or trench is placed next to a pipe rack having cryogen containing flow lines. A slab and riser arrangement preferably channel any spill to the trough or trench.
-
-
-
-
-
-
-
-
Search Results
9
records
(took 0.023 seconds)
