The present invention is in the field of stakes used to support concrete forms or barriers that are used along the outside of an area in which concrete is to be poured, so as to contain the poured concrete in that area.
Concrete form stakes are typically used to secure wooden boards or “forms” around the perimeter of a concrete pouring area, the stakes driven partway into the ground along the outside face of a form to hold it securely in place before, during, and after the pouring operation. Known stakes come in many shapes and sizes, for example homemade stakes made from scrap wood at the construction site as well as different types of commercial stake made from wood, plastic, and metal.
Another type of stake used in concrete pouring operations is known as a screed stake, used in spaced pairs to hold screed rods or bars in an even plane across the area to be poured to ensure that the concrete is level and smooth.
My earlier U.S. Pat. No. 6,588,164, issued Jul. 8, 2003, discloses a stake especially adapted for use as a screed stake, but which can also be used as a form stake. This screed/form stake has a flat rear face and a U-shaped upper cradle portion extending from the front face of the stake, the cradle designed to mate with a separate driver. The driver also has a flat rear face, and a screed-rod-shaped portion that extends from the front face of the driver to mate with a screed rod groove in the cradle portion of the stake. When the lower end of the driver is mated with the stake's upper cradle, the upper end of the driver serves as a pounding surface to drive the stake into the ground. The upper surface of the screed-rod-shaped portion of the driver can be used as a screed rod elevation-measuring surface when seated in the cradle, providing a platform for a transit to measure whether the stake has been pounded in far enough to support a screed rod at the proper height. The screed/form stake has holes formed along its face for securing it to a concrete form with screws or nails. When used as a form stake, the stake is driven home with the same driver used for screeding operations, with the flat back of the driver allowing it to be used against the face of the form without interference. As shown in the patent, the stake can be driven to a point where its cradle is below the upper surface of the form. The stake is typically removed from the exterior face of the form after the concrete has been poured and has set.
I have a co-pending U.S. patent application Ser. No. 10/957,348 filed Oct. 2, 2004 for a stake designed specifically for use as a form stake. The stake can be pounded or driven into the ground with any non-specialized driving tool, such as a hammer or mallet or even a boot, and naturally levels itself at the top of the concrete form when pounded with such a tool. When the form is no longer needed, the stake can be easily pulled out of the ground with fingers or the claw of a hammer or tool. The form stake has a relatively wide, flat body with a flat rear face, and a forward-facing T-shaped flange structure extending from the front face of the stake. The T-shaped flange structure has a horizontal driving shelf with a uniform, level impact surface at the top of the stake, and a central vertical rib section extending downwardly from the driving shelf with a depth equal to the depth of the shelf protruding beyond the face of the stake. The driving shelf forms the top surface of the stake. The vertical rib bisects the stake. In a preferred form, the underside of the driving shelf has a predominantly perpendicular or acutely-angled surface on both sides of the central rib for grasping with the fingertips or hooking with a tool to pull the stake out of the ground. Although the form stake is lighter and less expensive to manufacture than my previous screed/form stake, it is easier and faster and stronger to use as a form stake.
Perhaps the most common type of concrete form stake is a simple nail stake, which looks and functions like a giant nail, except that it typically has a number of holes formed along the shank of the nail for securing it to a wooden form board.
Nail type stakes are often used for other purposes, most notably as tent stakes, since they easily penetrate even the hardest ground. When used as tent stakes, nail stakes are sometimes provided with a cross-piece frictionally held in place on the upper end of the shank below the nail-head to provide a pull handle and a place to tie guy-lines from the tent.
The present invention is a form stake with a narrow ground-penetrating shank terminating at its upper end in a wider, horizontal, integral driving shelf that allows the stake to be pounded or driven into the ground with any non-specialized driving tool, such as a hammer or mallet or even a boot, and naturally levels itself at the top of the concrete form when pounded with such a tool. When the form is no longer needed, the stake can be easily pulled out of the ground with fingers or the claw of a hammer or tool. The driving shelf has a wide, uniform, level impact surface at the top of the stake, the preferably cylindrical ground-penetrating shank extending downwardly from the center of the driving shelf and tangentially aligned with a flat, rear, form-abutting edge of the driving shelf. In a preferred form, the shank has a diameter or width equal to the front-to-back depth of the driving shelf. The outer ends of the driving shelf extend freely beyond and above the shank body.
In a further form of the invention, the underside of the driving shelf has a pair of opposing force-transferring flanges extending downwardly and inwardly at an acute angle to an upper end of the shank. The flanges are thin-walled and centered on the underside of the driving shelf. In a preferred form, the flanges extend from an intermediate portion of the underside of the driving shelf, such that the outer ends of the shelf extend beyond the uppermost portions of the flanges.
In a further form of the invention, the shank portion of the stake is cruciform in section, with the force-transferring flanges merging into two side ribs of the cruciform shank.
The present form stake is lighter and less expensive to manufacture than my previous form stake, is easier and faster to use as a form stake, and is less likely to wander or cant when driven into hard ground.
Referring first to
Stake 10 has a cylindrical ground-penetrating shank 16 terminating at its upper end in a flat, horizontal driving shelf 18 formed as an integral part of the stake, whether by molding, welding, mechanical attachment, or some other method for giving the driving shelf 18 a permanent, non-rotating, fixed driving connection to shank 16. The lower end of shank 16 preferably terminates in a point 16a that helps the shank penetrate hard ground.
As best seen in
The junction of the upper end of shank 16 and the lower surface of driving shelf 18 is reinforced with angled fillets or flanges 20 extending from intermediate portions of the underside of the driving shelf to the sides of the upper end of shank 16, centered on the underside of the driving shelf 18 in alignment with the long axis of the shelf. Flanges 20 are preferably molded in one piece with the rest of stake 10. Flanges 20 are also preferably thin-walled, as illustrated, allowing an essentially tangential connection to the sides of shank 16, and providing room for fingers or a tool to grasp the underside of shelf 18 in the vicinity of the flanges. Flanges 20 efficiently transfer driving force from regions of the driving shelf 18 on either side of shank 16 into the shank, reducing stress at the junction of shelf and shank, and helping to keep the shank driven straight down even when the driving force is off-center.
Referring to
As best shown in
Referring next to
Holes 22 through shank 16 allow the stake to be secured to the face of form 12 in known manner, for example with nails or screws driven through holes 22 into the face of the form. Holes 22 preferably pass through shank 16 perpendicular to rear and front edges 18c and 18d of shelf 18, and therefore perpendicular to a form 12 being supported by a driven stake 10. Holes 22 could also be acutely angled, but angles greater than 45° tend to put nails or screws inserted through the holes at an ineffective angle relative to the face of form 12.
Referring to
Referring next to
It will be understood that while the circular and cruciform shanks 16 and 116 illustrated above are currently preferred, other cross-sectional shapes are possible, provided that at least the central rear edge or tangent of the shank body centered relative to drive shelf 18 is flush or tangential with the center of the rear form-facing edge 18c of shelf 18. It will also be understood that while a rectangular shelf 18 is preferred, other symmetrical shapes with a flat rear form-facing edge are possible. And while the illustrated embodiments show single front and rear vertical edges or surfaces of the shank body aligned with the front and rear edges of the driving shelf 18, it is possible to align multiple front and rear edges of surfaces of a shank body with central portions of the front and rear edges of driving shelf 18, for example by rotating the cruciform shank body 116 of
It will be understood that the length and width and relative dimensions of shank 16 and driving shelf 18 can vary according to the anticipated height of the forms with which it will be used, the nature of the ground into which stake 10 will be driven, and the weight or force of concrete that is anticipated against the form.
While stake 10 is especially designed for use as a form stake, it may find use in other applications for providing good holding power against significant forces in loose soil or sand or even snow.
It will be understood that the disclosed embodiment is representative of a presently preferred form of the invention, but is intended to be illustrative rather than definitive of the invention. The scope of the invention is defined by the following claims. I accordingly claim: