The present invention relates to an anchor for a roof for use with a fall protection safety system.
Anchor devices, such as roof anchors, are commonly used as anchorage points for fall protection safety systems while performing roof construction or repair. Fall protection safety systems include many types of fall arrest and restraint equipment. For fall arrest purposes, the user dons a full body safety harness and connects to the roof anchor with a suitable type of connecting system such as an energy absorbing lanyard or a self-retracting lifeline when there is a risk of a free fall occurring before the fall is arrested. For restraint purposes, the user dons a full body safety harness and connects to the roof anchor with a lanyard or other suitable restraint device to restrain or tether the user from reaching a hazard, such as the leading edge of the roof, when there is no risk of a vertical free fall. Roof anchors may be temporary or permanent.
Prior art roof anchors secured to a roof structure such as a truss tend to peel away from the roof proximate the fasteners when subjected to a fall at an angle other than straight down relative to the roof anchor. Therefore, it is desired to provide a roof anchor that does not peel away from the roof when subjected to the forces of a fall.
In one aspect of the present invention, a roof anchor comprises a pliable member including an interconnecting portion interconnecting a first portion and a second portion. The first portion includes a first securing portion with a first plurality of apertures and a first connecting portion with a first aperture. A first notch and a second notch are proximate a first juncture of the first securing portion and the first connecting portion. The first notch and the second notch extend inward from opposing sides of the first portion toward proximate a middle of the first portion. A second aperture is between the first notch and the second notch. The second portion includes a second securing portion with a second plurality of apertures and a second connecting portion with a third aperture. A third notch and a fourth notch are proximate a second juncture of the second securing portion and the second connecting portion. The third notch and the fourth notch extend inward from opposing sides of the second portion toward proximate a middle of the second portion. A fourth aperture is between the third notch and the fourth notch.
Another aspect of the present invention comprises a method of securing a roof anchor to a mounting surface. The roof anchor includes a pliable member including an interconnecting portion interconnecting a first portion and a second portion. The first portion includes a first securing portion with a first plurality of apertures and a first connecting portion with a first aperture. A first notch and a second notch are proximate a first juncture of the first securing portion and the first connecting portion. The first notch and the second notch extend inward from opposing sides of the first portion toward proximate a middle of the first portion. A second aperture is between the first notch and the second notch. The second portion includes a second securing portion with a second plurality of apertures and a second connecting portion with a third aperture. A third notch and a fourth notch are proximate a second juncture of the second securing portion and the second connecting portion. The third notch and the fourth notch extend inward from opposing sides of the second portion toward proximate a middle of the second portion. A fourth aperture is between the third notch and the fourth notch. A fastener is inserted through each of the first and second plurality of apertures and the second and fourth apertures, and the fasteners are secured to the mounting surface.
A preferred embodiment roof anchor constructed according to the principles of the present invention is designated by the numeral 100 in the drawings. The roof anchor 100 provides an anchorage point for various types of fall protection safety systems such as fall arrest and restraint equipment.
As shown in
The second portion 109 has a securing portion 110, through which a plurality of longitudinally spaced apertures 111 extends, and a connecting portion 114. Preferably, there are four apertures 111. Proximate the juncture of the securing portion 110 and the connecting portion 114 are a first notch 112 and a second notch 113. The first notch 112 and the second notch 113 extend inward from opposing sides of the second portion 109 toward proximate the middle of the second portion 109 in a staggered arrangement with the first notch 112 being more proximate the connecting portion 114 and the second notch 113 being more proximate the securing portion 110. Between the notches 112 and 113 is an aperture 111a. The connecting portion 114 includes an aperture 115. The interconnecting portion 117 interconnects the connecting portions 106 and 114. Preferably, the second portion 109 is a mirror image of the first portion 101.
The interconnecting portion 117 may be folded, preferably approximately in half, so that the apertures 107 and 115 are in alignment with one another forming an opening through which a suitable connector such as a carabiner or a snap hook may be inserted for interconnecting a lifeline or a lanyard and the connecting portions 106 and 114. The opening provides an anchor aperture. To assist in folding the interconnecting portion 117, the interconnecting portion 117 may include a score line 117a along which the interconnecting portion 117 should be folded. Because the score line 117a creates a thinner portion relative to the rest of the interconnecting portion 117, the thinner portion is easier to fold along the score line 117a.
If the roof anchor 100 is in a flattened configuration as shown in
If the roof anchor 100 is pre-formed as shown in
The securing portion 102 includes the plurality of apertures 103 and the aperture 103a between the first and second notches 104 and 105, and the securing portion 110 includes the plurality of apertures 111 and the aperture 111a between the first and second notches 112 and 113. The apertures 103, 103a, 111, and 111a are preferably pre-drilled holes that facilitate anchorage to the truss of the roof using fasteners. The fasteners extend through the apertures 103, 103a, 111, and 111a to anchor each securing portion 102 and 110 to the truss. The fasteners used to secure the roof anchor 100 to the truss of the roof may be galvanized, vinyl-coated, or cement-coated nails; type 16d nails; screws; or any suitable fastener known in the art.
The dimensions of the roof anchor 100 are preferably approximately 0.075 inch by 2.00 inches by 23.17 inches, but other dimensions may be used. The total capacity of the roof anchor 100 is preferably 310 pounds, and the roof anchor 100 is preferably capable of withstanding approximately 1,800 pounds of force in any direction of loading. The roof anchor 100 is preferably used as a temporary roof structure and the connecting portions 106 and 114 are bent down against the roof surface and covered with shingles after use. However, if the roof anchor 100 is made out of a non-corrosive material such as stainless steel, it may be used as a permanent roof structure, and the securing portions 102 and 110 may be covered with shingles or flashing to protect the roof from water damage as well as to help conceal the roof anchor 100, leaving only the connecting portions 106 and 114 exposed and readily accessible. The roof anchor 100 provides an anchorage point for fall protection safety systems during construction of the roof. The roof anchor 100 may also provide an anchorage point for fall protection safety systems during subsequent repair of the roof. To connect to the roof anchor 100, snap hooks, carabiners, or other suitable connectors well known in the art may be used.
The roof anchor 100 is configured and arranged to be anchored to at least one truss of a roof. It is recognized that the roof may be a pitched roof with a peak or a flat roof. For a pitched roof, it is also recognized that the pitch of the roof and the angle of the peak may vary. The roof anchor 100 may be anchored to the roof proximate the peak of the roof or proximate a flat surface of the roof. Commonly, the truss of the roof is covered with a sheathing, and the sheathing is covered with overlapping shingles. The peak of the roof is covered with a ridge cap overlapping the shingles proximate the peak of the roof.
There are many ways known in the art for using the roof anchor 100 with fall protection safety systems. Two examples are shown in
In use, the interconnecting portion 117 is folded so that the apertures 107 and 115 are aligned and the securing portions 102 and 110 are at the desired angle to correspond with the surface upon which they are to be secured. The optional score line 117a assists in folding the interconnecting portion 117 in a desired location on the interconnecting portion 117. If the roof anchor 100 is in a flattened condition, the portions 101 and 109 are bent outward away from one another proximate the tops of the notches 104 and 112 and the connecting portions 106 and 114, respectively, so that the securing portions 102 and 110 correspond with the angle of the surface, the roof, upon which the roof anchor 100 will be mounted. If the roof anchor 100 is pre-formed, the portions 111 and 109 may be bent to change the angle between the securing portions 102 and 110 to correspond with the angle of the surface, the roof, upon which the roof anchor 100 will be mounted.
Preferably, the roof anchor 100 should be installed after the sheathing has been installed on the roof and should not be installed directly onto the truss(es). The securing portions 102 and 110 are placed on top of the sheathing with the apertures 103, 103a, 111, and 111a, respectively, positioned over the truss(es) or other suitable structural member of the roof such as a rafter. The securing portions 102 and 110 are anchored onto the truss, which is preferably made of a wood construction capable of meeting the anchorage strength requirements, with preferably ten fasteners, five fasteners on each securing portion 102 and 110. Preferably, pilot holes ⅛ inch in diameter are drilled into the truss to prevent splitting of the truss when the fasteners are inserted through the plurality of apertures 103 and 111 and driven into the truss. The fasteners must penetrate the truss.
The roof anchor 100 may be temporary and be removed prior to shingling the roof or it may be a permanent fixture of the roof. The roof anchor 100 is configured and arranged such that standard roofing materials such as shingles and a ridge cap can be installed over the roof anchor 100 with only the connecting portions 106 and 114 extending outward from the roofing materials. Shingles may be tucked under the connecting portions 106 and 114. Preferably, the roof anchors 100 should be positioned at least 6 feet from any exposed roof edge and should be spaced approximately 8 feet apart. Preferably, only one fall protection safety system should be connected to the roof anchor 100 at a time, and the user should stay within 30 degrees from the roof anchor 100 to minimize swing falls.
The connecting portions 106 and 114 preferably deform when subjected to a load should a fall occur, which allows the fasteners to be subjected to shearing loads thereby providing greater load-carrying capacity than pulling or prying on the fasteners. Should a fall occur, the roof anchor 100 tends to twist proximate the notches 104, 105, 112, and 113, which prevents the fasteners from being pulled out of the truss as tends to occur with prior art roof anchors.
More specifically, if a load is exerted on the connecting portions 106 and 114 in the direction A shown in
The connector, which is operatively connected to the connecting portions 106 and 114, is preferably centered on the length of the anchor 100 with fasteners through the securing portions 102 and 110 on both sides of the connector, which provides greater load-carrying capacity than if a connector were located at each end of the anchor. This allows the load to be balanced between the fasteners securing the securing portions 102 and 110 of the anchor 100 to the roof, which provides greater load-carrying capacity than a fixed connector.
The above specification, examples and data provide a complete description of the manufacture and use of the composition of the invention. Since many embodiments of the invention can be made without departing from the spirit and scope of the invention, the invention resides in the claims hereinafter appended.
This application claims the benefit of U.S. Provisional Patent Application Ser. No. 60/856,772, filed Nov. 3, 2006.
Number | Date | Country | |
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60856772 | Nov 2006 | US |