Concrete anchor point and method for constructing same
View Patent ↗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.
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.