Dowel baskets and jackets with interchangeable dowels
11149385 · 2021-10-19
Assignee
Inventors
Cpc classification
E01D19/06
FIXED CONSTRUCTIONS
International classification
E01C11/14
FIXED CONSTRUCTIONS
Abstract
A field-assembly dowel basket for concrete construction configured for in-the-field assembly from a small number of component parts, including dowels, dowel jackets, frame wires that are assembled into dowel basket sections. The dowel jackets may support different types of dowels, such as rectangular plate dowels, diamond-shaped plate dowels and rod dowels. The dowel jackets are firmly attached to the frame wires by leg-clip structures with three clips features including two leg clips, which attach to risers of the frame wire, as well as a central clip feature that clips to the crossbar of the frame wire, to securely support the frame wire and dowel to the dowel jacket. Multiple dowel basket sections are joined together by inline connectors connecting adjacent frame wires to fabricate an elongated dowel basket of desired length.
Claims
1. A dowel basket comprising: a plurality of dowels, a plurality of dowel jackets configured to support the dowels, a plurality of frame wires, and a plurality of inline connectors removably attachable to the wire frame wires; wherein each dowel jacket is configured to support a respective dowel; wherein a pair of frame wires is configured to support one or more dowel jackets; wherein the dowels, dowel jackets, and frame wires are configured to be assembled into a plurality of dowel basket sections; wherein the dowel basket sections are configured to be connected to each other by the inline connectors to assemble a dowel basket; wherein each frame wire comprises at least two risers connecting two ground runners to a crossbar; wherein each dowel jacket comprises a pair of leg-clip structures, each for firmly attaching the dowel jacket to a respective frame wire; wherein each leg-clip structure comprises two leg clips, each leg clip configured to clip to a respective frame wire riser, and a central clip configured to clip to a frame wire crossbar.
2. The dowel basket of claim 1, wherein each dowel jacket is configured to interchangeably support a rectangular plate dowel or an elongated diamond-shaped plate dowel.
3. The dowel basket of claim 1, wherein each dowel jacket is configured to interchangeably support a plate dowel or dowel bar.
4. The dowel basket of claim 1, wherein each dowel jacket is configured to interchangeably support a rectangular plate dowel, an elongated diamond-shaped plate dowel, or a dowel bar.
5. The dowel basket of claim 1, wherein each dowel jacket is configured to receive two dowel clips attaching one of the dowel bars to the dowel jacket.
6. The dowel basket of claim 1, wherein: each dowel jacket is configured to receive two dowel clips attaching one of the dowel bars to the dowel jacket; and each dowel jacket comprises two sets of tongues, wherein each tongue is configured to engage with serrations of a respective dowel clip to attach the dowel clip to the dowel jacket.
7. The dowel basket of claim 1, wherein each dowel is a dowel bar, further comprising a plurality dowel clips, wherein each dowel clip is configured to attach a respective dowel bar to a respective dowel jacket.
8. The dowel basket of claim 7, wherein each dowel jacket comprises a plurality of tongues, wherein each tongue is configured to engage with serrations of a respective dowel clips to attach the dowel clip to the dowel jacket.
9. A method for constructing a concrete structure at a construction site, comprising: manufacturing or obtaining components of field-assembly dowel baskets; transporting the components in bulk quantities to the construction site; assembling a dowel basket of desired length from the components at the construction site, wherein the dowel basket comprises a plurality of dowel basket sections connected together with inline connectors, positioning the dowel basket at the edge of a first concrete slab to be poured; positioning a concrete form around dowels of the dowel basket, wherein the form comprises notches configured to accommodate the dowels; pouring the first concrete slab so that a first portion of each dowel is embedded in the first slab and a second portion of each dowel extends from the first slab; after the first slab sets, removing the form and pouring a second concrete slab adjacent to the first concrete slab over the second portions of the dowels so that the dowels span a joint between the first and second concrete slabs; and and wherein each dowel basket section comprises: a plurality of dowels, a plurality of dowel jackets configured to support the dowels, and a plurality of frame wires, each dowel jacket is configured to support a respective dowel, wherein a pair of frame wires is configured to support one or more dowel jackets, the dowels, dowel jackets, and frame wires are configured to be assembled into a plurality of dowel basket sections, the dowel basket sections are configured to be connected to each other by the inline connectors to assemble a dowel basket, each frame wire comprises at least two risers connecting two ground runners to a crossbar, each dowel jacket comprises a pair of leg-clip structures, each for firmly attaching the dowel jacket to a respective frame wire, and each leg-clip structure comprises two leg clips, each leg clip configured to clip to a respective frame wire riser, and a central clip configured to clip to a frame wire crossbar.
10. The method of claim 9, wherein each dowel jacket is configured to interchangeably support a rectangular plate dowel or an elongated diamond-shaped plate dowel.
11. The method of claim 9, wherein each dowel jacket is configured to interchangeably support a plate dowel or dowel bar.
12. The method of claim 9, wherein each dowel jacket is configured to interchangeably support a rectangular plate dowel, an elongated diamond-shaped plate dowel, or a dowel bar.
13. The method of claim 9, wherein each dowel is a dowel bar, further comprising a plurality dowel clips, wherein each dowel clip is configured to attach a respective dowel bar to a respective dowel jacket.
14. The method of claim 9, wherein each dowel jacket is configured to receive two dowel clips attaching one of the dowel bars to the dowel jacket.
15. The method of claim 9, wherein each dowel jacket comprises a plurality of tongues, wherein each tongue is configured to engage with serrations of a respective dowel clips to attach the dowel clip to the dowel jacket.
16. The method of claim 9, wherein: each dowel jacket is configured to receive two dowel clips attaching one of the dowel bars to the dowel jacket; and each dowel jacket comprises two sets of tongues, wherein each tongue is configured to engage with serrations of a respective dowel clip to attach the dowel clip to the dowel jacket.
17. A dowel basket, comprising: a plurality of dowels basket sections connected together with inline connectors; wherein each dowel basket section comprises one or more dowels, one or more dowel jackets supporting respective dowels, and a plurality of frame wires; wherein each dowel jacket is supports a respective dowel; wherein a pair of frame wires supports one or more dowel jackets; wherein each frame wire comprises at least two risers connecting two ground runners to a crossbar; wherein each dowel jacket comprises a pair of leg-clip structures, each firmly attaching the dowel jacket to a respective frame wire; wherein each leg-clip structure comprises two leg clips, each leg clip configured to clip to a respective frame wire riser, and a central clip configured to clip to a frame wire crossbar.
18. The dowel basket of claim 17, wherein each dowel jacket supports a rectangular plate dowel.
19. The dowel basket of claim 17, wherein each dowel jacket supports an elongated diamond-shaped plate dowel.
20. The dowel basket of claim 17, wherein each dowel jacket supports a dowel bar.
Description
BRIEF DESCRIPTION OF THE DRAWINGS
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DETAILED DESCRIPTION OF THE EMBODIMENTS
(35) Embodiments of the invention may be realized in a dowel jacket and a field-assembly dowel basket, components for a field-assembly dowel basket, a method for constructing a concrete road or other structure using the field-assembly dowel baskets, and a road or other structure constructed with the field-assembly dowel baskets. Rather than the conventional approach of fabricating dowel baskets at welding shops and transporting the fabricated dowel baskets to the construction site, embodiments of the present invention provide field-assembly dowel baskets assembled at the construction site from a small number of standard components.
(36) The field-assembly dowel basket is assembled from a small number of component parts, including dowels jackets, dowels supported by the dowel jackets, “W” shaped frame wires that clip into the dowel jackets to support the dowels within the jackets, and inline connectors that join the frame wires of basket sections together. The dowels, dowel jackets, frame wires, and inline plastic connectors can therefore be manufactured off-site as unassembled components and transported in bulk to the construction site, where they are stored in bulk and assembled in the field on an as-needed, where needed basis. Once assembled, the dowel basket is positioned at the edge of a first concrete slab prior to pouring the slab. The dowel basket holds the dowels in place about midway up the thickness of the slab. A concrete form is positioned around the dowels near the centerline of the dowel basket. The first slab is poured so that about half of the dowels extend into the slab and half extend beyond the slab. After the first slap sets, the form is removed and a second slab is poured over the portions of the dowels that extending beyond the first slab. An expansion joint is typically formed or cut over the dowel basket at the intersection of the two slabs. See U.S. Pat. No. 10,443,194, which is incorporated by reference.
(37) In an illustrative embodiment, each field-assembly dowel basket is formed from a number of dowel basket sections that each removably hold two dowels in place. Any number of dowel basket sections can be connected together with incline connectors to form a dowel basket of desired length, which typically extends laterally across the road or other structure under construction. Each dowel basket section includes a pair of frame wire side components connected to each other by a dowel jacket supporting a dowel. The same dowel jacket can be used to interchangeably support an elongated diamond-shaped plate dowel, and/or a rectangular plate dowel, and/or a bar dowel. The frame wire sides are spaced apart from each other by the dowel jackets. Each frame wire is formed form a single “W” section of wire. As a result, only one type of wire component is required, the “W” shaped frame wire side component. In addition, only one type of connector is required, the inline connector used to join the frame wires of adjacent basket sections together.
(38) In an alternate embodiment, clips are used to attach a round dowel bar (i.e., a dowel bar with a round cross-section) to a dowel jacket. The dowel bar may be may be attached to the top side or the bottom side of the dowel jacket. These dowel jackets may be configured to only support round dowel bars, or they may be further to interchangeably support elongated diamond-shaped and/or rectangular plate dowels. For each of these embodiments with a dowel bar or a plate dowel attached to the bottom side of the dowel jacket, tape may attached below the dowel enclosing the bottom side of the dowel jacket to prevent the concrete from hardening the dowel to the dowel jacket. This accommodates relative movement of the concrete slabs without cracking the concrete.
(39) The dowel jacket may be fabricated from an injection molded plastic, such as polypropylene, polyethylene, polyethylene terephthalate (PET), polyvinyl chloride (PVC) or any other suitable material. As an option, the dowel jackets may be fabricated from high-strength plastic, such as acrylonitrile butadiene styrene (ABS) or polycarbonate. The frame wires may be manufactured from the type of spring steel wire typically used in wire mesh for concrete reinforcement. The inline connectors may be made from a suitable inexpensive plastic such as polypropylene, polyethylene, PET or PVC.
(40) While specific dimensions may vary as a matter of design choice, the following dimensions are typical for an illustrative embodiment. The drawings are generally shown to scale. The rectangular plate dowels are typically 12 inches (305 mm) long, 2 to 2.5 inches (51 to 64 mm) wide, and ¼ to ½ inch (6.4 to 12.7 mm) thick. The round bar dowels are typically 15 to 18 inches long (381 to 457 mm) and ⅜ to ¾ inch (9.5 to 19 mm) in diameter. The dowel-to-dowel spacing is typically 18 to 24 inches (457 to 610 mm). The side-to-side spacing between the “W” wire frames is typically 12 inches (305 mm). The basket supports the dowels midway in the slab to be poured (e.g., 4 inches (102 mm) for 8-inch (203 mm) thick slab) above the base where the concrete is to be poured. The wire frame components may be made from ¼ to ⅜ inch (6.4 to 9.5 mm) diameter concrete reinforcement steel wire. In an illustrative embodiment, the plate dowels may be stamped from mild steel ¼ to ½ (6.4 to 12.7 mm) inch thick. The frame wires may be 5/16-inch (8 mm) diameter spring steel wires bent into the desired shape.
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(51) While the representative embodiments shown in the figures include dowel assemblies in each section, dowel basket sections with different numbers of dowel assemblies may be fabricated. For example, dowel basket sections that have one dowel assembly in each section may be fabricated, dowel basket sections that have three dowel assemblies in each section may be fabricated, and so forth. In addition, while tape enclosing the bottom side of the dowel jacket is only illustrated for the dowel bar embodiments in
(52) Although the field-assembly dowel baskets have been illustrated in the context of horizontal pavement construction, it will be appreciated that the dowel basket is well adapted for, but not limited to, road and floor construction. It should be appreciated that the field-assembly dowel baskets can be used for any concrete joint of sufficient size regardless of its intended purpose or orientation. For example, the invention is equally applicable to joints in concrete roads, sidewalks, floors, walls, ceilings, abutments and other structures. Those skilled in the art will appreciate that the foregoing describes preferred embodiments of the invention and that many adjustments and alterations will be apparent to those skilled in the art within the spirit and scope of the invention as defined by the appended claims.