Patent Grant
8746402
Builders have reservations about leaving permanent anchorage devices on residential and multi-family structures due to legal concerns, yet are required to ensure that safety is implemented on their job sites. A number of removable anchorage devices are available that attach to sheathing or top chords using many fasteners which are labor intensive to install and remove.
Thus, there has gone unmet a need for improved systems and methods of anchor attachment and removal. The present systems and methods, etc., provide these and/or other advantages.
Disclosed herein are devices, systems and methods relating to fall protection anchorage for overhead and roofing installation. The devices, etc., comprise configurations, structures and methods for improved evacuation from service (removal from the location of use) once the need for the anchor no longer exists.
The anchors herein can be used for any suitable anchoring purpose, for example construction such as new and existing wood and steel framed structures requiring fall protection. The anchors are typically used on and attached to roofs but can be attached to any suitable structure strong enough to safely withstand a fall by a worker attached to the anchor.
The anchors can be produced in any desired configuration provided they comprise the elements discussed herein. Exemplary models include:
The removable anchors herein comprise a triangular or U shape, as shown in the exemplary figures included herewith. Exemplary dimensions of the device include about 8.5″ length and 2″ width. The devices comprise two elongate anchor legs joined to each other, for example at a base plate. Typically, one leg is longer than the other. At least one of the legs is bent at an angle relative to the other with the apex point (the end of the leg located away from, or distal to, the base) of the shorter leg intersecting the longer leg, for example about 2-½″ from the top of the long leg. The two legs are joined together at first and second intra-connection portions using any suitable binding device, for example a 7/16″ grade 8 bolt and lock nut.
The two legs comprise first and second capture portions configured to create a capture area and thus to capture a retention element such as a top chord to hold the anchor to a structure. The finished installation of the anchor captures (i.e., fully or substantially envelopes or wraps around) the top chord, preferably without use of any bolt, screws, nails or other fastening elements penetrating through the anchor and the chord (retention element). Thus, this device is much stronger and more dependable than traditional surface mounted devices and can withstand over 5000 lbs. of force or more when subjected to static pull testing yet does not compromise the integrity or strength of the chord, and can be easily removed from or moved along the chord.
The long leg of the anchor device comprises a holding portion, typically distal to the capture area, which holding portion holds onto the fall restraint device attached to the worker. The holding portion can comprise an opening or other capture device to receive or grab onto safety equipment connectors for fall restraint devices, such as cable loops, snap-hooks, carabiners or rebar hooks. If the capture device is an opening, the opening can be about 1-⅛″ in diameter.
The one longer-leg configuration of the anchor devices herein create desirable installation features. For example, the two legs generate a spring action between them, for example having an apex width (e.g., 1.0″) that is less than the width of the wood top chord member or other anchor-holding structure (e.g., 1.5″) to produce a compression of the top chord member, which compression holds the anchor in desired position on the top chord without the need of fasteners to facilitate installation. In one embodiment, the anchor is installed from the underside of a top chord, and the shorter leg top edge of the anchor is aligned with the outside face of the top chord. The longer leg then provides a fulcrum that allows the anchor to be slid onto the top chord with very little effort. The compression of the two legs then holds the anchor in place.
If desired, both legs of the anchor can extend well beyond the capture area of the anchor, and can be substantially co-extensive. In such a case, both anchors can have a holding portion such as a hole that traverses both legs in corresponding locations to effectively provide a single hole.
The two sides of the anchor legs are joined to each other with an attachment bolt or other suitable device(s). This can result in an installation time of less than one (1) minute, with no drilling or other fasteners required to hold the anchor in place.
In certain embodiments, the anchors can be attached to a sheath in addition to the chord, and sheathing penetration for the stem (distal portions of the legs) of the anchor can be planned in advance. For example, suitable approaches can be a square opening (e.g., 2.5″×2.5″) in the sheath or saw kerfs (e.g., ⅛″×2.5″) for the anchor legs at the sheathing edges.
The easy compression design of the anchor (e.g., compressing by tightening down a single bolt) allows the anchor to be easily moved on its top chord or other underlying structure by loosening the attachment bolt and sliding the anchor along the chord, for example to align with sheathing joints when the anchor penetration is not planned in advance, or for adjustment after installation. This easy adjustment is not permitted by traditional anchors held in place by nails or screws or other mechanical fastening to the top chord.
The current anchor devices comprise an easy evacuation feature: simply undo the tightening screw and remove it from the top chord. Prior temporary anchorage devices attached to the structure sheathing do not allow the roofing membrane to be installed without removal, and may require cutting off the PPE (personal protective equipment) connector point of the anchor or bending over the attachment portion to evacuate. Moreover, traditional surface mounted anchorage devices require many fasteners and do not provide the peace of mind and security of a device that encapsulates the top chord.
The anchors herein can be installed through the roofing membrane leaving a small portion of the roofing unfinished and open to allow the anchor stem to be accessed. Once the roofing is completed, the anchor can be evacuated by removing the attachment bolt and hammering the top of the anchor stem down until it is out of the way of other construction, for example until it is flush with the roofing membrane. Evacuated or removed from service includes either or both physically removing the anchor device from the area or rendering the device redundant or inoperable, for example by the hammering down discussed herein. Hammering down a device can be advantageous as it is very quick and therefore cost effective while eliminating the anchor from future interference with the roof or other nearby structures. The roofing portion that was left unfinished is then completed.
The removable anchors herein may desirably remain accessible for the entire construction period to provide protection for other trades (workers). Thus, the final evacuation may not occur until the structure is completed. Note: the triangle design and/or sloped edge of the leg design in certain embodiments facilitate removal by eliminating stem/leg bends that may interfere with position movement, as well as by the absence of mechanical fastening of the anchor to the top chord.
The removable anchors herein can provide improved security features. The evacuation/removal of prior anchors can result in the prior anchors falling from the cord to the interior ceiling and damaging a finished structure. Therefore, in some embodiments the anchors herein further comprise enhanced safety via at least one of: 1) if the anchor herein is hammered down, the triangle design produces its maximum compression once it is driven below the finished roofing membrane and will hold a static position onto the top chord (or other support structure), and/or 2) the anchors herein can be fitted with a failsafe tether that has one end attached to the anchor, for example through a drilled hole in one anchor leg, and a fastener tab on the end of the tether that is secured to the top chord, for example with a nail or screw. Typically, the tether is engineered to support 25 times the weight of the anchor device, which anchor can be less than one (1) pound.
The removable anchors herein can provide improved shock absorbing features. The anchor stem that securely holds the fall restraint device connected to a worker can be subjected to a significant force when a fall occurs. To account for such a load, whether up or down slope on the top chord, the anchor stem has significant deflection resistance, for example 160-250 lbs. Thus, in the event of a fall, the stem of the anchor will absorb some of the force of the fall.
The removable anchors herein can provide a tell-tale feature, which can be correlated to the deflection of the anchor stem in the event of a fall-restraint-level force load: the anchor stem deflection is used to as a warning device to users who are required to inspect before each use. If the stem is bent, the worker is alerted that the anchor has been subjected to a fall-restraint-level force load and must not be used until it is replaced.
The removable anchors herein can provide improved resistance to position movement: anchors that encapsulate top chords (or other attachment structure) are prevented from movement by the encapsulating and compressing the chord. The anchors can be further secured in place using suitable fasteners such as nails or screws, or by drilling through the top chord and securing with a bolt, if desired.
The removable anchors herein are configured to fully or substantially envelop (wrap around) the support structure such as a top chord of a roof. This can be accomplished by a triangular or rectangular design as shown in the attached figures, although other geometric shapes can be used if desired. In certain embodiments, the anchors can rotate on the top chord and include a base plate that creates a gripping action when the anchor is subjected to an upslope or downslope force load. Such “free-swinging” use, typically on an overhead support structure, will not produce the unmoving gripping effect that occurs when the anchor stem is installed onto the top chord of a house (or other usage site) in its compressed position as described for other embodiments herein.
When such force load is applied, the base plate edge bites into the bottom of the chord (if the anchor is attached with its open end facing upward) while the apex point of the two legs joined together with the attachment bolt bites into the top edge of the chord. This action provides resistance to anchor movement along the top chord during a fall.
The anchors herein can be used both in open spaces such as the roof of a house as well as enclosed spaces such as inside an attic or crawl space where fall protection is required for workers installing HVAC, insulation, wiring, etc. in attic spaces that have a dangerous elevation above a floor or lower level (e.g., more than six (6) feet above the lower level or floor). Note: Finished ceilings do not provide protection against a falling worker striking a lower level: if a worker in the attic falls, he or she can plunge through the ceiling wall board to the floor below. When used in an interior space, or otherwise as may be desired, the anchors can be utilized in the inverted position as an overhead anchorage device.
The anchors herein can have an additional mechanical fastener that extends to or through the base plate to the underlying support structure (e.g., the chord) as a further precaution against movement in the event that a fall occurs prior to sheathing being installed over it. For example, the fastening can be achieved by two offset holes in the base plate that allow a suitable fastener such as a 16d nail or equal screw.
In some embodiments, the devices herein are created of a unitary piece of steel (or other suitable material) and can be installed using a single bolt (or other suitable fastening mechanism). This can eliminate the need to drill through the top chord/support structure because the anchor envelops the top chord instead of being “plugged” into it. Further, the wrap-around design encapsulates the top cord, which provides excellent strength to withstand free-fall forces (e.g., 1800-2500 lbs.).
In some embodiments, the anchors herein retain the top chord/support structure encapsulation feature with a truncated triangle design. The anchors can also be configured to be installed as a permanent anchor, for example permanently attached to a roofs flashing system or other suitable location.
Thus, in various aspects the anchors herein can include:
The removable or permanent anchors herein can be manufactured at a lower unit cost than the traditional series anchors presently used as permanent anchors, even though the anchors herein can attach to the same types of support structures and locations on such support structures as the traditional anchors. The new anchors can also be used with support structures/locations beyond those of the traditional anchors.
Turning to the figures,
The first and second capture portions are configured to capture a retention element 54 such as a chord 62 (as shown in
As also shown in
The holding element 22 can be a hole in the holding portion 20 sized to receive the fall restraint device 24. The first and second intra-connection portions comprise corresponding holes configured to accept a securing device connecting the portions to each other. The anchor 2 can be a unitary piece of material or multiple pieces of material.
Turning to
The first elongate leg 4 and the second elongate leg 6 can be parallel to each other as they extend from the base plate 4 as in
In
In
The system can also comprise a leg-to-leg compression device 74 such as a bolt 64 sized to fit through corresponding intra-connection elements 26, 28 such as holes 30, 32 of each of first and second elongate legs 4, 6 and to compress the legs together.
The system can further comprise the structure 44 to which the anchor 2 can be held, the fall restraint device 24 to which the anchor 2 can be held, and/or a sheathing 66 comprising at least one opening 72 sized to receive the first and second elongated legs of the anchor 2.
In other aspects, the discussion herein also includes methods relating to the anchors herein including both methods of making and using such anchors. For example, methods of making an anchor 2 can comprise: a) providing at least one piece of material; and b) forming the material into the shape of the anchor.
For example as shown in
The attaching the anchor 2 to the structure 44 can be effected solely by compressing the first and second intra-connection portions to each other and thereby enclosing the structure 44 between the first and second capture portions. The methods can also include one or more of tethering the anchor 2 to the structure 44; removing the anchor 2 from the structure 44; and/or subjecting the anchor 2 to a fall-restraint-level force load.
The removing can be effected solely by decompressing the first and second intra-connection portions from each other and thereby allowing removal of the structure 44 from between the first and second capture portions. The removing can include further steps if desired such as removing fastening devices such as screws that can be used to directly adhere the anchor 2 to the structure 44. The methods can further comprise activating the tell-tale feature, such as by bending the holding portion 20 of the second elongate leg 6 of the anchor 2 due to application of force of a fall-restraint-level force load.
All terms used herein are used in accordance with their ordinary meanings unless the context or definition clearly indicates otherwise. Also unless expressly indicated otherwise, in the specification the use of “or” includes “and” and vice-versa. Non-limiting terms are not to be construed as limiting unless expressly stated, or the context clearly indicates, otherwise (for example, “including,” “having,” and “comprising” typically indicate “including without limitation”). Singular forms, including in the claims, such as “a,” “an,” and “the” include the plural reference unless expressly stated, or the context clearly indicates, otherwise.
The scope of the present devices, systems and methods, etc., includes both means plus function and step plus function concepts. However, the claims are not to be interpreted as indicating a “means plus function” relationship unless the word “means” is specifically recited in a claim, and are to be interpreted as indicating a “means plus function” relationship where the word “means” is specifically recited in a claim. Similarly, the claims are not to be interpreted as indicating a “step plus function” relationship unless the word “step” is specifically recited in a claim, and are to be interpreted as indicating a “step plus function” relationship where the word “step” is specifically recited in a claim.
From the foregoing, it will be appreciated that, although specific embodiments have been discussed herein for purposes of illustration, various modifications may be made without deviating from the spirit and scope of the discussion herein. Accordingly, the systems and methods, etc., include such modifications as well as all permutations and combinations of the subject matter set forth herein and are not limited except as by the appended claims or other claim having adequate support in the discussion and figures herein.
The present application claims the benefit of U.S. Provisional Patent Application No. 61/371,504, filed Aug. 6, 2010, which application is incorporated herein by reference in its entirety.
| Number | Name | Date | Kind |
|---|---|---|---|
| 2703688 | Shuter | Mar 1955 | A |
| 2976003 | Foster | Mar 1961 | A |
| 3359701 | Schneller | Dec 1967 | A |
| 3481635 | Tracy | Dec 1969 | A |
| 3883926 | Reynolds | May 1975 | A |
| 3907445 | Wendt | Sep 1975 | A |
| 4851977 | Gary | Jul 1989 | A |
| 5143171 | Glynn et al. | Sep 1992 | A |
| 5248021 | Nichols | Sep 1993 | A |
| 5319896 | Winger | Jun 1994 | A |
| 5343975 | Riches et al. | Sep 1994 | A |
| 5346036 | Arisman et al. | Sep 1994 | A |
| 5361726 | Harris et al. | Nov 1994 | A |
| 5370202 | Nichols | Dec 1994 | A |
| 5406809 | Igelmund | Apr 1995 | A |
| 5553685 | Cook | Sep 1996 | A |
| 5595260 | Jalla | Jan 1997 | A |
| 5727646 | Gray | Mar 1998 | A |
| 5730407 | Ostrobrod | Mar 1998 | A |
| 5758743 | Coyle et al. | Jun 1998 | A |
| 5829203 | Ealer, Sr. | Nov 1998 | A |
| 5845452 | Pantano | Dec 1998 | A |
| 5896719 | Thornton | Apr 1999 | A |
| 5937073 | Van Gieson | Aug 1999 | A |
| 6209277 | DiGate | Apr 2001 | B1 |
| 6345689 | McNamee | Feb 2002 | B1 |
| 6595664 | Bucher et al. | Jul 2003 | B2 |
| 6619919 | Kerr, Jr. | Sep 2003 | B2 |
| 6786020 | Poldmaa | Sep 2004 | B2 |
| 6991352 | Garber et al. | Jan 2006 | B2 |
| 8028477 | Crookston | Oct 2011 | B2 |
| 8037643 | Anderson | Oct 2011 | B1 |
| 20010025464 | Poldmaa | Oct 2001 | A1 |
| 20030159882 | Franckewich, Jr. | Aug 2003 | A1 |
| 20030192740 | Peterson et al. | Oct 2003 | A1 |
| 20040069565 | Luke et al. | Apr 2004 | A1 |
| 20050189171 | Bos | Sep 2005 | A1 |
| 20060059858 | Layman | Mar 2006 | A1 |
| 20060180390 | Thaler | Aug 2006 | A1 |
| 20060196140 | Crookston | Sep 2006 | A1 |
| 20080156587 | Lara | Jul 2008 | A1 |
| 20100200330 | Crookston | Aug 2010 | A1 |
| 20120079786 | O'Donnell | Apr 2012 | A1 |
| 20120222370 | Crookston | Sep 2012 | A1 |
| 20120312633 | Massey | Dec 2012 | A1 |
| 20130206940 | Hopkins et al. | Aug 2013 | A1 |
| Entry |
|---|
| Definition of ‘unitary’ can be found in the Action Random House Kernerman Webster's College Dictionary, © 2010 K Dictionaries Ltd. Copyright 2005, 1997, 1991 by Random House, Inc. All rights reserved. |
| Performance Safety Gear (catalog), showing “Temper Reusable Anchor; Stainless Steel Reusable Anchor; Truss-T Anchor; SP-Anchor; Halo Anchor; Truss Boss Anchor; T-T Boss Anchor; Global Anchor; Skyhook, Snappy Disposable Anchor and Ridge-It Anchors” WA-Anchor Guardian Fall Protection, (4 pages) 2008-2009, Kent WA, United States. |
| “Compliance Without Compromise (brochure)” Residential Construction, Capital Safety-USA (DBI Sala), Form:9700477 rev. F, (4 pages), 2011, Red Wing, MN, United States. |
| “Roof Anchors” Fall Protection, Precision Engineered (Catalog) Fall Tech, vol. 64, p. 41, 2011/2012, Compton, CA, United States. |
| “Roof Anchors” http://multimedia.3m.com (online catalog), 3M Corporation, p. 23, 2012, St. Paul, MN, United States. |
| “Yoke Safety Components for Fall Protection” (catalog) Yoke Industrial Corp, p. 62, 2009, Taichung, Taiwan. |
| “Rope Grabs/Anchorage Connectors” Industrial catalog, Usang Industrial Co. Ltd. 2010, Taipei City, Taiwan. |
| Number | Date | Country | |
|---|---|---|---|
| 20120031700 A1 | Feb 2012 | US |
| Number | Date | Country | |
|---|---|---|---|
| 61371504 | Aug 2010 | US |
