1. Field of the Invention
The invention relates to a method for hot forging at least one end of a steel reinforcing bar (commonly referred to as a rebar), or the like, so as to form an enlarged threaded head during a single step. The threaded head of the rebar is adapted to be connected to an opposing threaded rebar by means of a suitable threaded coupler to be used, for example, to reinforce a precast concrete structure.
2. Background Art
From time-to-time, it becomes necessary to connect one steel bar to another. By way of example, in the case of concrete construction or repair, a plurality of steel reinforcing bars are connected end-to-end to be embedded within a precast concrete structure to enhance the strength of the structure and enable the structure to avoid shifting relative to an adjacent structure and better withstand the effects of an earthquake and other natural forces. Opposite ends of a pair of axially-aligned rebars are connected together by means of a coupler located therebetween. In this case, the opposing ends of the rebars to be connected together are threaded during a cold working process by either rolling or cutting the threads into the bars. The threaded ends of the rebars are rotated into mating engagement with a correspondingly threaded coupler. To maximize the cross-sectional (i.e., tensile) property of the bars, the threaded end of each can be enlarged prior to threading by either one of an independent cold or hot forming or forging step. In this case, the bar is provided with a relatively wide upset head often known in the art as a button or mushroom head.
It would be desirable to combine the advantages of upsetting and threading one or both ends of a rebar or the like during an efficient one-step process so as to eliminate the need to perform the separate and time-consuming independent steps in the manner described above.
Briefly, and in general terms, a method is disclosed for hot forging at least one end of a steel reinforcing bar (i.e., a rebar) or the like so as to form an enlarged threaded head during a single step. By virtue of the foregoing, the rebar can be headed without being subjected to the conventional inefficient and independent steps of first upsetting the rebar and then cold-working the upset end by rolling or cutting threads there within. A rebar having an end which is both enlarged and threaded according to the method herein disclosed can be connected end-to-end an adjacent axially-aligned similar rebar by rotating the opposing threaded ends of the rebars into mating engagement with a correspondingly threaded coupler located therebetween.
According to a preferred embodiment, one end of a rebar to be treated during a hot forging method is preheated to a temperature of about 2000° F. A clamp grips the rebar to prevent a displacement thereof during the hot forging method. The preheated end is located inside a pair of conical closing dies that are dimensioned to permit expansion and provide the heated end with a clearly defined threaded geometry. By way of example, a hydraulic press moves towards and generates a pushing force to compress the preheated end for causing the metal to flow into threaded cavities within the dies so as to assume the threaded geometry thereof. That is, with the dies closed around the rebar, a ram from the hydraulic press moves against and applies a pushing force to the pre-heated end. Accordingly, the preheated end is simultaneously compressed, shortened, widened and threaded to match the geometry of the die cavities. At the conclusion of the hot forging step just explained, the rebar is provided with an enlarged (i.e., widened) head having a series of threads running therearound, whereby the rebar is adapted to be mated to a suitable coupler for end-to-end connection to an adjacent rebar to be used, for example, to reinforce a concrete structure.
In accordance with the present improvement, in order to connect the opposing ends of a pair of adjacent and axially-aligned rebars or any other bars that are similar thereto, the ends of the rebars are enlarged (i.e., widened) to maximize their tensile strength and threaded during a single hot forging step. Referring in this regard to
The rebar 10 of
To this end,
A preferred method for making the enlarged head 14 and the threads 16 formed therein at one end of the rebar 10 of
A conventional hydraulic press 40 may be used to generate a pushing force to be applied to and compress the preheated end of the rebar 10 and thereby cause the metal to flow into the cavities 33 of the dies 32 and assume the threaded geometry thereof. More particularly, the hydraulic press 40 moves towards the rebar 10 until the conical dies 32 are nested within and embraced by a conical annulus ring 36 of the press, whereby the dies are automatically closed around the preheated end. A hydraulic ram 38 is then moved axially through the annulus ring 36 towards the rebar 10. With the body 12 of the rebar 10 being held stationary by the clamp 34, the axial pushing force applied by the ram 38 causes the preheated end to be simultaneously compressed, shortened, widened and threaded to match the geometry of the threaded cavities 33 of dies 32. By virtue of the foregoing, the rebar 10 is provided with an enlarged head 14 having a series of threads 16 formed therein as shown in
The ram 38 is now withdrawn and the pushing force against the enlarged head 14 is terminated. The pair of dies 32 opens, and the clamp 34 releases its grip of the rebar body 12. Once it cools, the enlarged and threaded rebar 10 will be ready for use in reinforced concrete construction as described above as well as for any other application in which steel reinforcing bars or similar bars are to be connected to one another.
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5606887 | Spiegelberg | Mar 1997 | A |
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Number | Date | Country | |
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20140325815 A1 | Nov 2014 | US |