Concrete anchor point and method for constructing same

Abstract

A concrete anchor point includes an internally threaded member and a spacer. The internally threaded member and the spacer are cast in a volume of concrete. The internally threaded member terminates in an open end. The spacer has a hole extending therethrough which provides a through-hole in the volume of concrete extending from the opening in the exposed face to the open end. The spacer functions to space the open end away from the exposed face at a non-zero depth within the volume of concrete.

Claims

1. An anchor point in a volume of concrete having an end face and an opening therein, the anchor point comprising: an anchoring member cast in the volume of concrete so as to provide sufficient anchoring strength to allow the anchoring point to be used to provide fall protection for a worker, the anchoring member having an anchoring end with a threaded anchoring hole therein; a first spacer having two ends, a proximal end nearest the end face of the volume of concrete and a distal end nearest the anchoring end of the anchoring member, wherein the anchoring member and the first spacer are separate parts but are provided together in the volume of concrete, the first spacer having a hole therethrough extending from the opening in the end face to the threaded anchoring hole of the anchoring member, the first spacer functioning to space the threaded anchoring hole away from the end face at a non-zero depth within the volume of concrete; and a first sealing member disposed proximate one of the two ends of the first spacer, the first sealing member being formed of relatively compressible material as compared to the first spacer to provide for an enhanced relative deformation of the first sealing member at one or more points of first compressive contact between the first sealing member and the first spacer.

2. The anchor point of claim 1, wherein the first compressive contact between the first sealing member and the first spacer is inside the hole through the first spacer.

3. The anchor point of claim 2, further comprising a second sealing member disposed proximate the other of the two ends of the first spacer, the second sealing member being formed of relatively compressible material as compared to the first spacer to provide for an enhanced relative deformation of the second sealing member at one or more points of second compressive contact between the second sealing member and the first spacer.

4. The anchor point of claim 3, wherein the second compressive contact between the second sealing member and the first spacer is inside the hole through the first spacer.

5. The anchor point of claim 2, wherein the first sealing member is disposed proximate the distal end of the first spacer.

6. The anchor point of claim 5, wherein the first sealing member has a hole therethrough, the anchor point further comprising a first threaded member having a head portion and a threaded portion, the threaded portion of the first threaded member extending through the hole in the first sealing member and further threadingly extending into the threaded anchoring hole, thereby capturing the first sealing member between the head of the first threaded member, the anchoring end of the anchoring member, and the distal end of the first spacer, so as to create the first compressive contact.

7. The anchor point of claim 2, wherein the first sealing member is disposed proximate the proximal end of the first spacer.

8. The anchor point of claim 7, wherein the first sealing member has a hole therethrough, the anchor point further comprising a concrete form covering the end face of the volume of concrete, and a first threaded member having a head portion and a threaded portion, the threaded portion of the first threaded member extending through the hole in the first sealing member and further threadingly extending into the concrete form, thereby capturing the first sealing member between the head of the first threaded member, the concrete form, and the proximal end of the first spacer, so as to create the first compressive contact.

9. The anchor point of claim 8, further comprising a second sealing member disposed proximate the proximal end of the first spacer, the second sealing member being formed of relatively compressible material as compared to the first spacer to provide for an enhanced relative deformation of the second sealing member at one or more points of second compressive contact between the second sealing member and the first spacer.

10. The anchor point of claim 9, wherein the second compressive contact between the second sealing member and the first spacer is inside the hole through the first spacer.

11. The anchor point of claim 10, wherein the second sealing member has a hole therethrough, the anchor point further comprising a concrete form covering the end face of the volume of concrete, and a second threaded member having a head portion and a threaded portion, the threaded portion of the second threaded member extending through the hole in the second sealing member and further threadingly extending into the concrete form, thereby capturing the second sealing member between the head of the second threaded member, the concrete form, and the proximal end of the first spacer, so as to create the second compressive contact.

12. The anchor point of claim 11, further comprising a second spacer disposed inside the hole of the first sealing member, wherein the threaded portion of the first threaded member extends through a hole in the second spacer, the second spacer for limiting an amount of compressive force the head of the first threaded member can exert on the first sealing member to make the first compressive contact.

13. The anchor point of claim 10, further comprising a second spacer disposed inside the hole of the first sealing member, wherein the threaded portion of the first threaded member extends through a hole in the second spacer, the second spacer for limiting an amount of compressive force the head of the first threaded member can exert on the first sealing member to make the first compressive contact.

14. The anchor point of claim 9, further comprising a second spacer disposed inside the hole of the first sealing member, wherein the threaded portion of the first threaded member extends through a hole in the second spacer, the second spacer for limiting an amount of compressive force the head of the first threaded member can exert on the first sealing member to make the first compressive contact.

15. The anchor point of claim 8, further comprising a second spacer disposed inside the hole of the first sealing member, wherein the threaded portion of the first threaded member extends through a hole in the second spacer, the second spacer for limiting an amount of compressive force the head of the first threaded member can exert on the first sealing member to make the first compressive contact.

16. The anchor point of claim 7, further comprising a second spacer disposed inside the hole of the first sealing member, wherein the threaded portion of the first threaded member extends through a hole in the second spacer, the second spacer for limiting an amount of compressive force the head of the first threaded member can exert on the first sealing member to make the first compressive contact.

17. The anchor point of claim 7, wherein the proximal end of the first spacer is substantially flush with the end face.

18. The anchor point of claim 5, wherein the proximal end of the first spacer is substantially flush with the end face.

19. The anchor point of claim 3, wherein the proximal end of the first spacer is substantially flush with the end face.

20. The anchor point of claim 1, wherein the proximal end of the first spacer is substantially flush with the end face.

Description

BRIEF DESCRIPTION OF DRAWINGS

(1) FIG. 1 is a cross-sectional side elevation of a prior art ferrule loop insert buried in concrete that has been poured over a concrete form, showing a first prior art means for plugging a internally threaded portion of the ferrule loop insert for keeping the poured concrete out of the internally threaded portion.

(2) FIG. 2 is a cross-sectional side elevation of the ferrule loop insert of FIG. 1 showing a second prior art means for plugging the internally threaded portion of the ferrule loop insert.

(3) FIG. 3 is a cross-sectional side elevation of the ferrule loop insert of FIG. 1 showing a third prior art means for plugging the internally threaded portion of the ferrule loop insert.

(4) FIG. 4 is an exploded isometric view of an assembly of hardware that may be used to create a concrete anchor point according to the present invention in poured concrete.

(5) FIG. 5 is a cross-sectional side elevation of a foundation sub-assembly according to the invention disposed on a concrete form.

(6) FIG. 6 is a cross-sectional side elevation of a spacer according to the invention disposed over the foundation sub-assembly of FIG. 5.

(7) FIG. 7 is a cross-sectional side elevation of the spacer and foundation sub-assembly of FIG. 6 being manipulated to cause compression of a sealing member of the foundation sub-assembly against an internal surface of the spacer.

(8) FIG. 8 is a cross-sectional side elevation showing an internally threaded sub-assembly according to the present invention being brought toward the foundation sub-assembly and spacer of FIG. 7.

(9) FIG. 9 is a cross-sectional side elevation showing the internally threaded sub-assembly of FIG. 8 in a resting position over the foundation sub-assembly and spacer of FIG. 7 and being manipulated to cause compression of a sealing member of a plug component of the internally threaded sub-assembly against an internal surface of the spacer.

(10) FIG. 10 is a cross-sectional side elevation showing a final disposition of the assembly of hardware of FIG. 4 buried within concrete that has been poured over the concrete form.

(11) FIG. 11 is a cross-sectional side elevation showing the concrete form of FIGS. 5-10 being removed from the concrete after the concrete has cured.

(12) FIG. 12 is a cross-sectional side elevation of a finished concrete anchor point according to the invention, resulting from removing the plug from the internally threaded sub-assembly after the concrete form has been removed from the concrete as shown in FIG. 11.

(13) FIG. 13 is a pictorial illustration of the concrete anchor point of FIG. 12 being used to provide for fall protection according to the present invention.

DESCRIPTION OF PREFERRED EMBODIMENTS

(14) With reference to FIG. 4, an assembly 10 of hardware that may be used to create a concrete anchor point in poured concrete according to the present invention includes a foundation sub-assembly 12, a spacer 14, and an internally threaded sub-assembly 16.

(15) The spacer 14 has a hole 25 extending from an upper end 14a of the spacer through an opposite, lower end 14b of the spacer. The hole defines an inner surface 27 of the spacer, a portion 27a of which is located proximate the upper end 14a and a portion 27b of which is located proximate the lower end 14b.

(16) FIG. 5 shows the foundation sub-assembly 12 disposed on a concrete form 18 which is typically formed of plywood. The foundation sub-assembly 12 includes a foundation member for anchoring to the form, which is preferably a lag bolt 20 having a head 20a and a threaded end 20b. The foundation sub-assembly 12 also includes a sealing member 22 disposed so as to encircle the threaded end 20b, and two washers 26a and 26b, with the sealing member being disposed between the two washers. The sealing member 22 is preferably an O-ring, but may be a Belleville washer or any other article adapted for significant radial expansion as a result of being subjected to axial compression sufficient to provide for the sealing and support functions described further below.

(17) Where the concrete form is plywood as is typical, the lag bolt 20 is preferably turned into the plywood without use of a pilot hole, because it is desirable to provide for a turning resistance that reduces the tendency of the bolt to loosen after it has been turned into the plywood a desired amount. The form (or decking) may alternatively be formed of other materials such as metal, where drilling a small pilot hole may be desirable.

(18) The lag bolt 20 is first turned into the plywood just far enough to avoid squeezing the two washers together against the sealing member. Then, with reference to FIG. 6, the spacer 14 is disposed over the head of the lag bolt. If, for example, the sealing member is an O-ring, the O-ring and spacer are adapted so that the outer diameter of the O-ring is larger than the diameter of the inner surface 27b of the spacer, so that the O-ring makes an interference fit with the spacer sufficient to effectuate a seal therebetween without need for axial (i.e., along the axis A in FIG. 1) compression.

(19) If, for example, the sealing member is a more rigid structure like a Belleville washer, the end 14b of the spacer preferably just fits over the sealing member 22 allowing for a small clearance between the sealing member and the inner surface 27b when the sealing member is not under any significant compression, so that axial compression of the sealing member will be required to effectuate the seal.

(20) Now with reference to FIG. 7, with the spacer installed, the lag bolt 20 may be turned further so as to axially compress and thereby radially expand the diameter of the sealing member 22 as indicated by the double-arrows. If, for example, the sealing member is an O-ring, this turning provides for tightening the joint between the sealing member and the inner surface 27b of the spacer, to provide for structural rigidity. If, for example, the sealing member is a Belleville washer, this turning initially provides for creating a seal between the sealing member and the inner surface 27b of the spacer. Thereafter, additional turning is preferably provided for tightening the joint.

(21) Referring back to FIG. 4 and with additional reference to FIG. 7, a compression bushing 29 is preferably provided in the foundation sub-assembly 12, between the washers 26a and 26b and inside of the sealing member 22, to provide a hard stop for tightening the lag screw 20 so as to axially compress the sealing member.

(22) The internally threaded sub-assembly 16 includes an internally threaded member 17, a plug 19 comprising a threaded member 19a having a socket end 19a1 and an externally threaded end 19a2, and a sealing member 24 disposed so as to encircle the externally threaded end 19a2. The sealing member 24 has the same characteristics as the sealing member 22, and provides the same functionality.

(23) The externally threaded end of the threaded member 19a is threaded into an internally threaded portion 17a of the internally threaded member 17. The threaded member 19a may be a standard socket head cap screw. With additional reference to FIGS. 8 and 9, the socket end 19a1 of the threaded member 19a is selected, adapted or configured so that it may interlockingly engage the head 20a of the lag bolt 20 of the form preparation sub-assembly 12, so as to allow for turning the bolt 20 by turning the threaded member 19a. A spacer bushing 21 may also be provided to increase the extension of the head 20a into the end 19a1.

(24) Continuing with reference to FIGS. 8 and 9, the internally threaded sub-assembly 16 is brought toward the foundation sub-assembly 12 and spacer 14 such as indicated by the arrow in FIG. 8, to a resting position in which the head 19a1 of the internally threaded sub-assembly 16 interlockingly engages the head 20a of the lag bolt 20 as described above as shown in FIG. 9. Then, with specific reference to FIG. 9, turning the internally threaded member 17 as indicated by the arrow A1 causes further turning of the threaded member 19a also as indicated above, which results in compressing and thereby radially expanding the diameter of the sealing member 24 as indicated by the double-arrows.

(25) The internally threaded member is preferably, or at least it is typically, a ferrule loop insert, but it may be a threaded coil insert or any other hardware having internal threads and at least one open end for accessing them. While a ferrule loop insert has just one open end, it should be understood that an internally threaded member for use in the present invention may have more than one open end; accordingly, use of the term open end is not intended to imply that there is or must also be a closed end.

(26) In FIG. 10, wet concrete 30 is poured over the concrete form 18 and the assembly 10 as shown in FIG. 9 and allowed to cure, whereupon the form 18 may be removed as indicated in FIG. 11, taking with it the foundation sub-assembly 12 attached thereto, and with additional reference to FIG. 12, leaving the open end 8 of the internally threaded member 17a of the ferrule loop insert 17 being inset at a depth D from an exposed face 23 of the resulting volume of concrete.

(27) The aforedescribed seals at the upper end and lower ends of the spacer are for sealing the spacer against wet concrete entering the spacer at the respective ends, for maintaining a through-hole in the volume of concrete extending from the opening in the exposed face to the open end of the internally threaded member.

(28) Also, as explained above, tightening the joints established by the sealing members beyond that which may be required to effectuate a seal provides for structural rigidity, desirable for stiffening the final assembly 10 so that it is better able to withstand forces to which it may be inadvertently subjected before and during the time that the wet concrete is being poured around it.

(29) The joint established by the sealing member 22 is broken simply by pulling (axially) the concrete form. Preferably this joint is tightened so that the force that will be required for this is not excessive, which could be of concern if there are multiple instances of the foundation sub-assembly 12 attached to one concrete form as is often the case. In consideration of this, this joint is preferably tightened to no more than about 100 pounds. On the other hand, this joint is also preferably tightened to at least about 80 pounds, and more preferably about 90 pounds, to provide for the desired structural rigidity. The compression bushing 29 advantageously provides for controlling the tightening force to be within these limits.

(30) By contrast, there is generally no significant advantage to be gained by controlling the amount the joint associated with the sealing member 24 is tightened, beyond ensuring that it is not weaker than the joint associated with the sealing member 22, because the concrete form can be removed without breaking this joint. So in the preferred embodiment a compression bushing is omitted at this joint.

(31) Finally, the plug 19 may be removed from the ferrule loop insert sub-assembly as shown in FIG. 12, leaving, as a result of maintaining the aforementioned through-hole, the internally threaded portion 17a of the ferrule loop insert available to receive attachment hardware for making structural attachment to the cured concrete as in the prior art. This can be for any purpose that such structural attachments have been provided in the prior art, typically for lifting a concrete panel or wall.

(32) Moreover, the present inventor has recognized that a concrete anchor point according to the invention may be used to provide for fall protection. An example is shown in FIG. 13, in which a worker W is shown wearing a harness H to which a D-ring D1 such as the swiveling D-ring described in U.S. Pat. No. 8,973,705 is attached. A lanyard 40 connects the D-ring D1 to a carabiner 42, which in turn connects to another D-ring 44, which is connected to the concrete anchor point via a bracket 46 and bolt 48 that extends into the internally threaded portion 17a of the concrete anchor point 10.

(33) The depth D in FIG. 12 as shown is equal to an overall length L of the spacer measured parallel to the hole 25, though such equality is not essential. Preferably, the depth D is substantially equal to or greater than inch, which increases the size of the shear cone caused by the insert when it is loaded, for decreasing the stress on the concrete for a given loading, and thereby providing for a stronger connection.

(34) The plug 9b in FIG. 3 has an undesirable characteristic that the end 8 of the ferrule 7 is typically much less than inch, so that the shear cone is undesirably small. Both the plugs 9a of FIG. 2 and the plug 9b of FIG. 3 have an undesirable characteristic that they must be removed before the form can be removed from the cured concrete. And the plug 9a of FIG. 1 has an undesirable characteristic that it fails to robustly retain the ferrule loop insert in the desired orientation, perpendicular to the inner surface 2 of the form, before and during the time the concrete is being poured, when it is susceptible to being knocked over. The concrete anchor point 10 overcomes each of these undesirable characteristics of the prior art.

(35) It is to be understood that, while a specific concrete anchor point and method for constructing same has been shown and described as being preferred, variations may be made, in addition to those already mentioned, without departing from the principles of the invention.

(36) The terms and expressions which have been employed in the foregoing specification are used therein as terms of description and not of limitation, and there is no intention in the use of such terms and expressions to exclude equivalents of the features shown and described or portions thereof, it being recognized that the scope of the invention is defined and limited only by the claims which follow.