Post Cap

In the construction of structures using wooden beams, joists, and studs, there are many instances where beams are joined with the sawed end of one beam butted against the longitudinal face of another beam. For decades in the past the beams were joined by sawing the branch beam at the appropriate angle and toe nailing it to the main beam. A few years ago it became popular to use steel hangers that could be nailed to each beam and to provide each beam with a stirrup seat. Many varieties of such hangers are now available on the market. Many of which are of a welded construction and are costly.

It is an object of this invention to provide a novel post cap that is especially useful for joining a horizontal beam to a vertical supporting post. It is still another object of this invention to provide such a post cap made from a flat blank that is punched, cut, and bent to form the final shape. Still other objects will become apparent from the more detailed description which follows.

This invention relates to a post cap for use in joining two wooden beams in a common plane in which a first beam abuts the second beam at a right angle, the cap comprising two spaced parallel plates joined to each other by a pair of spaced strips perpendicular to both said plates, each said plate being punctured by a plurality of spaced nail holes adapted to guide nails into said beams, and also being punctured by a slotted passageway to guide a toenail piercing both said beams along said common plane.

In specific and preferred embodiments of the invention the post cap is made from a single flat sheet which is cut, punched, and folded to form the final post cap with no welding required.

The novel features believed to be characteristic of this invention are set forth with particularity in the appended claims. The invention itself, however, both as to its organization and method of operation, together with further objects and advantages thereof, may best be understood by reference to the following description taken in connection with the accompanying drawings in which:

FIG. 1 is a front elevational view of the first embodiment of the post cap of this invention;

FIG. 2 is a top plan view of the post cap of FIG. 1;

FIG. 3 is a side elevational view of the post cap of FIGS. 1-2;

FIG. 4 is a side elevational view of the second embodiment of the post cap of this invention;

FIG. 5 is a blank which can be folded to make the post cap of FIGS. 1-3;

FIG. 6 is a blank which can be folded to make the post cap of FIG. 4;

FIG. 7 is a perspective view of the post cap of FIGS. 1-3;

FIG. 8 is a perspective view of the post cap of FIGS. 1-3 as it is used to join two wooden beams;

FIG. 9 is a perspective view of the post cap of FIG. 4;

FIG. 10 is a perspective view of the post cap of FIG. 4 as it is used to join two wooden beams;

FIG. 11 is a blank which can be folded to make the third embodiment of post cap of this invention; and

FIG. 12 is a perspective view of the post cap of FIG. 11 as it is used to join two wooden beams.

The post cap of this invention is best understood by reference to the accompanying drawings wherein FIGS. 8, 10, and 12 show the preferred use of the post cap 35 or 36 or 36' in joining two wooden beams or beam 33 and post 34. The most used combination of beams for this invention is where a horizontal beam 33 is supported by a square-end vertical post 34 upon which horizontal beam 33 rests. In such instances in the past, the two beams were most commonly joined by toe nailing at an angle from horizontal beam 33 into vertical post 34 around the plane 37 where the two met. The post cap of this invention fits over the top of vertical post 34 as an inverted saddle, and also provides a second saddle in which horizontal beam 33 rests. Three embodiments of the post cap are shown in FIGS. 1-3, 5, 7 and 8; 4, 6, 9 and 10; and 11 and 12.

Each post cap has two parallel spaced plates 20 joined to each other by two spaced parallel strips 21, the plates 20 and the strips 21 being joined through fold lines 24. The spaced plates 20 each have an upper portion 26, 30 or 30' and a lower portion 27, 31 or 31'. Upper portions 26, 30 and 31' form a saddle for horizontal beam 33 and have nail holes 22 to guide nails or screws to be used to fasten plate portions 26, 30 and 30' to beam 33. Lower portions 27, 31 and 31' form inverted saddles for vertical post 34 with nail holes 22 used to guide nails or screws to fasten portions 27, 31 or 31' to vertical' beam 34. In addition to nail holes 22 there is a single slotted vertically oriented hole 23 in each plate 20 at the center thereof to guide a toe nail to be driven at an angle of about 45.degree. to pierce both post 34 and beam 33. Preferably, slotted hole 23 is in lower portion 27, 31 or 31' adjacently below the common plane (37 in FIGS. 8 and 10) that passes between beams 33 and post 34 where post 34 supports beam 33 via strips 21 which are disposed in the common plane 37 connecting at each end to the respective right and left plates 20. For example, toe nailing of the post 34 to the horizontal beam 33 with two 16 penny nails increases the load capacity of the post cap by about 250 pounds. Typical uplift load capacity of the post cap 35 made of 18-gauge steel and shown in FIGS. 1-3, 7 and 8 is about 1678 pounds for 4.times.4 post and 4.times.4 beam of #2 Southern Pine, in which eight 16-penny nails are driven in all eight openings 22 and two 16-penny nails are toe nailed in both slots 23 whereas normal design load for such caps are 1262 pounds.

As seen in FIG. 5, the blank of the post cap includes a pair of portions 27 each with a height of approximately one-half of the length of strips 21. The blank of FIG. 6 includes a pair of portions 31 each with a height of approximately the length of strips 21. The blank of FIG. 11 includes a pair of portions 31' each with a height substantially equal to the length of strips 21'. The advantage of using the post cap formed from the blank of FIG. 5, i.e. post caps of FIGS. 7 and 8, is that the portions 27 are centered on the post 34 and the nail holes 22 are distributed more widely over the width of the post 34. The advantage of using the post cap formed from the blanks of FIGS. 6 and 11 is that the portions 31 and 31' are distributed more widely over the length of the post 34 tending to minimize splitting of the post 34 adjacent its upper end.

FIGS. 3-6 illustrate how two types of post caps of this invention can be made. FIGS. 5 and 6 show how two flat sheets or blanks are prepared to make the two shapes of FIGS. 3 and 4, or of FIGS. 7 and 9. The two flat sheets are cut or blanked from a larger sheet along the solid lines. There are small waste areas 28 and 32 which are thrown away after the cutting or blanking operation so as to provide rounded corners which are safer to handle. Holes 22 and 23 are punched or drilled to produce passageways through the sheet. The final step is to fold the sheet along fold lines 24. For example, in FIG. 5, if the two outer portions 26 are each bent upward, the two portions 27 will be positioned downward along fold lines 24 resulting in the post cap of FIG. 7, which is also shown in FIGS. 1-3. Similarly, if in FIG. 6 the two outer portions 30 are bent upward about 90.degree., the two inner portions 31 remain co-planar with outer portions 30 and move downward around fold lines 24 resulting in the post cap of FIG. 9, which is also shown in FIG. 4.

It is, of course, not critical that the shapes of FIGS. 7, 9 and 11 be employed, nor that the shapes of portions 26, 27; 30, 31; and 30', 31' be employed, although these are the simpler shapes to use. Other shapes might also be more costly, but might be equally useful. It is immaterial where nail holes 22 are located so long as they are spaced sufficiently to provide maximum stability, and to eliminate the possibility of splitting the beam or post along its grain.

The beams that are most suited for use with this post cap 35 are 4.times.4 or 6.times.6. Sometimes a 4.times.6 post is used with a 4.times.4 beam and the same post cap 35 fitting a 4.times.4 post is employed. Other sizes are operable but are not so commonly used. Preferably, the material of the post cap is galvanized steel, although other materials such as ordinary steel, stainless steel, copper, brass, aluminum, plastic and the like are suitable for many applications. The post cap may be made thin, while retaining the maximum strength. Thicknesses of 0.03-0.10 inch are typical. Gauge sizes of sheet metal may vary from about 11 to 22.

It is, of course, to be understood that the two beams to be joined need not be horizontal and vertical, but they should be substantially at a right angle to be used most effectively. One beam (the vertical in FIGS. 8 and 10) is the abutting beam having its end cut off squarely; and the other beam (the horizontal in FIGS. 8 and 10) is the abutted beam presenting a face of-the beam to the cut off end. These two beams may be at an angle with other portions of a structure, but are at a right angle to each other. Either beam may be horizontal or vertical.

While the invention has been described with respect to certain specific embodiments, it will be appreciated that many modifications and changes may be made by those skilled in the art without departing from the spirit of the invention. It is intended, therefore, by the appended claims to cover all such modifications and changes as fall within the true spirit and scope of the invention.