CA2499362C - Fall protection restraint apparatus - Google Patents
Fall protection restraint apparatus Download PDFInfo
- Publication number
- CA2499362C CA2499362C CA2499362A CA2499362A CA2499362C CA 2499362 C CA2499362 C CA 2499362C CA 2499362 A CA2499362 A CA 2499362A CA 2499362 A CA2499362 A CA 2499362A CA 2499362 C CA2499362 C CA 2499362C
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- Canada
- Prior art keywords
- lanyard
- construction
- fall
- column
- restraint apparatus
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- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/32—Safety or protective measures for persons during the construction of buildings
- E04G21/3261—Safety-nets; Safety mattresses; Arrangements on buildings for connecting safety-lines
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/32—Safety or protective measures for persons during the construction of buildings
- E04G21/3261—Safety-nets; Safety mattresses; Arrangements on buildings for connecting safety-lines
- E04G21/3276—Arrangements on buildings for connecting safety-lines
-
- A—HUMAN NECESSITIES
- A62—LIFE-SAVING; FIRE-FIGHTING
- A62B—DEVICES, APPARATUS OR METHODS FOR LIFE-SAVING
- A62B35/00—Safety belts or body harnesses; Similar equipment for limiting displacement of the human body, especially in case of sudden changes of motion
- A62B35/0043—Lifelines, lanyards, and anchors therefore
- A62B35/0068—Anchors
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Emergency Lowering Means (AREA)
Abstract
A fall protection restraint apparatus that is utilized during building construction comprising a base (20) that rests on the lowest floor surface of a building during construction. A number of poles (36) are connected to the base sequentially, as construction height requires, to form a structurally sound column. Support cables (40) are connected between the poles and the building under construction to horizontally support the column by forming a guyed matrix. A retractable lifeline lanyard (48) is attached to D-rings on the end cap (54) on the uppermost pole (36b), thereby allowing the lanyard to expand and retract freely until a sudden tug impedes and secures the lanyard's movement. A construction worker (50) wears a fall arrest harness (52) that is connected to the lanyard, thus providing protection. In the event of a fall, the lanyard limits and maintains the minimal distance between the worker and the column, thereby precluding a fall to the surface below.
Description
FALL PROTECTION RESTRAINT APPARATUS
TECHNICAL FIELD
The present invention pertains to fall protection devices in general, and more l0 specifically to a restraint apparatus for use during building constmction to protect a worker from an accidental fall.
BACKGROUND ART
Previously, many types of fall prevention devices have been used to provide an effective means to provide safety for workers during construction of residential and commercial buildings.
~,5 The prior art listed below did not disclose any patents that possess the novelty of the instant invention; however the following U.S. patents are considered related:
Patent Number Inventor Issue Date 5,522,472 Shuman, Jr. et al. Jun. 4, 1996 6,016,889 Pearcy et al. Jan. 25, 2000 20 6,334,507 Westerweel Jan. 1, 2002 Shuman, Jr. et al. in U.S. patent 5,522,472 teach a fall protection system for bridge construction that includes T-shaped cable supports secured to the concrete support columns of a bridle or overpass during construction. Cables are attached between the supports and receive a number of slideable, safety belt attachments. A
construction worker wearing the appropriate safety harnesses is protected from falls as the cable secures the harness and yet leaves sufficient room for normal activity of the worker.
Patent No. 6,016,889 issued to Pearcy et al. protects a climber from falling from a pole by utilizing a housing that fits over the top of the pole which includes a swing arm extending therefrom to which a fall protection device is attached. The swing arm may also include a cam follower assembly that includes a support component spaced apart to from a closed end of the housing.
Westerweel in U.S. patent 6,334,507 discloses a fall protection system that includes a trolley that moves along anchoring lines. The anchoring lines are arranged in a parallel spaced position. The trolley has a running gear that makes contact with the lines in a low noise and vibration manner, which enables easy passage without limiting the working space of the user.
DISCLOSURE OF THE INVENTION
A safe working environment is always the goal of a construction company and the government has augmented these objectives by mandating safety requirements. A
separate government agency has been implemented to promulgate these requirements, which is known as the United States Occupational Safety and Health Administration (OSHA). One of the requirements covers fall arrest systems for personnel working at elevated locations. While requirements are specific for some environments others require more workable solutions that are not fully outlined for commercial buildings, multiple story homes and apartments etc.
The primary object of the invention is to fulfill these needs by utilizing a stable rigid apparah2s that is easy to erect and yet is unencumbered by protruding arms and a complex structure. This goal is achieved by the use of a simple column of tubular steel which is erected in sections that are light enough for two workers to manually handle as building progresses in height. The sections slip together into a socket that is integrally formed onto the contiguous pole, and a base is attached to a floor surface with anchor bolts placed into drilled holes in the concrete. When a height has been reached that requires stability, a series of guy wires in the form of ratchet cable pullers with integral aircraft cables are connected between lashing eyes that are attached to the poles and floor brackets, thus creating a secure matrix from each direction. The worker simply attaches a 1o fall arrest harness with a retractable lanyard eyes onto the pole, which allows freedom to move without restriction but restrains a fall to the surface below.
An important object of the invention is the portability of the apparaW s as it is sufficiently sectionalized to be handled manually and may be moved from one construction site to another with ease and dispatch.
is Another object of the invention is that the cost of the apparatus is not prohibitive, as it may be used multiple times which permits the initial expense to be amortized over a lengthy period of time.
Still another object of the invention is its versatility since it may be used in all types of building structures and may be adapted to various heights by simply adding.more 2o sections of poles to the column.
These and other objects and advantages of the present invention will become apparent from the subsequent detailed description of the preferred embodiment and the appended claims taken in conjunction with the accompanying drawings.
BRIEF DESCRIPTION OF THE DRAWINGS
FIGURE 1 is a cross-sectional view of a typical building under construction with the base of the preferred embodiment attached to a concrete floor.
FIGURE 2 is a cross-sectional view of a typical building under construction with the first pole installed in the socket of the base with its distal end protruding above the first floor of the building.
FIGURE 3 is a cross-sectional view of a typical building under construction with the second pole installed in the socket of the first pole and the second pole secured with the support cables attached to the building.
FIGURE 4 is a cross-sectional view of a typical building under construction as shown in FIGURE 3 with the addition of a low pitched roof. The third pole or uppermost to pole, having an end cap, is installed in the socket of the second pole and support cables are attached to the second pole.
FIGURE 5 is a cross-sectional view of a typical building under construction with as shown in FIGURE 3 except with a high pitch roof requiring an additional fourth or uppermost pole having an end cap installed in the socket of the third pole.
FIGURE 6 is a top plan view of the base shown completely removed from the invention for clarity.
FIGURE 7 is a side-elevational view of the base shown completely removed from the invention for clarity.
FIGURE 8 is a cross-sectional view taken along lines 8-8 of FIGURE 7.
2o FIGURE 9 is a bottom view of the base shown completely removed from the invention for clarity.
FIGURE 10 is a partial isometric view of the safety pole anchor completely removed from the invention for clarity.
FIGURE 11 is a top view of the safety pole anchor completely removed from the invention for clarity.
FIGURE 12 is a side-elevational view of the safety pole anchor completely removed from the invention for clarity.
FIGURE 13 is a right side view of the safety pole anchor completely removed from the invention for clarity.
FIGURE 14 is a right side view of a typical pole completely removed from the invention for clarity.
FIGURE 15 is a cross-sectional view taken along lines 15-15 of FIGURE 14.
FIGURE 16 is a front elevation view of the third or uppermost pole with the end 5 cap in place, completely removed from the invention for clarity.
FIGURE 17 is a side view of the uppermost pole with the end cap in place, completely removed from the invention for clarity.
FIGURE 18 is a cross-sectional view taken along lines 18-18 of FIGURE 17.
FIGURE 19 is a side view of the fourth or uppermost pole with the end cap in 1o place, completely removed from the invention for clarity.
FIGURE 20 is a front elevation view of the uppermost pole with the end cap in place, completely removed from the invention for clarity.
FIGURE 21 is a cross-sectional view taken along lines 21-21 of FIGURE 20.
2o The best mode for carrying out the invention is presented in terms of a preferred embodiment for a fall protection restraint apparatus, which is shown in FIGURES 1 through 21 and is comprised of a base 20 that is configured to rest on an unyielding floor surface of a building during construction, such as a concrete floor 22, as shown in FIGURE 1. The base consists of a floor plate 24 having an upright pole segment 26 attached to the floor plate 24 at right angles thereunto. A socket 30 is attached to the upward extending portion of the pole segment 26, which consists of either four individual plates welded together at the corners, two angles nested together and welded at the ends, or a square tubular member slightly larger on the inside. A plurality of gussets 28 are permanently joined between the socket 30 and plate 24 to form a structurally sound integral element. The socket 30 has sufficient depth to accept longer poles and is sized to fit snugly but still permit easy insertion and removal of a mating pole. The base 20 utilizes attachment means to secure the base 20 to the concrete floor 22. The attachment means are preferably in the form of a plurality of wedging anchor bolts 32 that are disposed within a set of mounting holes 34 in the base floor plate 24 and that penetrate into the concrete floor 22, as shown in FIGURE 1. Other types of mounting or securing means, well known in the art, may also be used with equal ease.
A number of robust or sturdy poles 36 are sequentially connected to the base with a first pole 36a disposed within the socket 30 of the base 20. Subsequent poles 36 are io then nested together consecutively, as construction height requires, thus forming a structurally sound column. Basically, each pole 36 includes a distal socket 30 on one end similar to the one described above for the base 20, as best illustrated in FIGURES 14 and 15. It should be noted that the length of each pule 36 may vary as to the height of the building and FIGURES 14 and 15 represent only one specific embodiment and the others are basically identical except as noted. A plurality of lanyard hooks and cable anchors 38 are permanently attached to the sides of the socket 30, as shown, and consist of either a D-ring as illustrated, or a rotating lashing ring, which is not shown but well known to those practicing the art of hold downs. Both types of rings may be used adjacent to each other or one variety may be employed for a dual purpose of attachment.
Further, other ?o types of hold downs or loops may be used with equal ease. At least one of the poles 36 has additional lanyard hooks and cable anchors 38 positioned above a floor line at least 8 feet (2.5 m) from a floor surface of a building under construction, when the poles are nested together forming the column. The addition of the lanyard hooks and cable anchors 38 relative to the floor line is depicted best in FIGURES 3-S.
On the uppermost pole 36b the distal socket 30 is formed into a tee-shaped end cap 54 that includes a plurality of lanyard hooks 38a affixed on each side. It is preferred that the lanyard hooks 38a are in the form of D-rings which are easy to use, well known in the art and readily available. The tee-shaped end cap 54 consists of a vertical socket 30 that is basically the same as used in the lower sections except it has a horizontal top member 56 attached at right angles to the socket 30. A plurality of gussets 28, preferably two, are attached between the vertical socket 30 and the horizontal top member ~6 reinforcing the end cap structure. FIGURES 16-21 illustrate two forms of the end eap 54 attached to pole sections 36 with FIGURES 16-18 depicting the length of the uppermost pole 36b corresponding to FIGURE 4 and FIGURES 19-21 depicting the length of the sections of the uppermost pole 36b as illustrated in FIGURE 5. The end cap 54 serves the purpose of providing attaching means, all at the same height, for a number of workers since the D-rings are spaced apart sufficiently to be convenient.
It should be noted that the description of the preferred embodiment of the pole 36 1o and its socket 30, while appearing to be the most practical approach, may be altered or substituted without changing the patentable limitations of the invention. It is suggested that a round, square or a structural shape is an acceptable alternative, and the socket 30 may be either male or female with a myriad of profiles and combinations forming a satisfactory solution.
A plurality of support cables 40 are connected between the pole 36 and the building under construction to horizontally support the column by forming a guyed matrix. The support cables 40 are preferably incorporated in a ratchet cable puller 41 which includes not only an integral aircraft cable, but attaching hooks, an interlocking drive and stop levers. The cables 40 are attached with the integral hook to the appropriate 2o cable anchor on the pole socket 30 or pole itself, while simultaneously also attached on the other end to a safety pole anchor 42 that includes the pivoting ring 44 and a bracket 46. The anchor 42 is configured to rest on the floor and partially enclose one of the building's structural floor plates while being nailed through holes 45 provided to accommodate removable detachment. The anchor 42 is illustrated best in FIGURES
13 by itself, and installed in FIGURES 3-5.
One or more retractable lifeline lanyards 48 are attached to the column, thereby allowing the lanyard 48 to expand and retract freely until a sudden tug impedes and secures the lanyard's movement. This lanyard 48 preferably includes a built in anchorage connector, and an integral cable on a spring-loaded drum with a swivel snap hook on the cable for connection to the harness. The lanyard 48 is illustrated in the hand of a worker 50 in FIGURES 4 and 5, and is well known in the art. It should be noted that various types and styles of lanyards 48 may be employed, such as the shock-absorbing type.
A fall arrest harness 52 is connected to the lanyard 48 for securing the construction worker 50. The lanyard 48 limits a.nd maintains a minimal distance between the worker 50 and the column, thus precluding a fall to the surface below as the lanyard 48 is attached to the lanyard hooks 38 on pole 36, sockets 30 or the D-rings on the end cap 54. The fall arrest harness 52 is comprised of at least a body belt and can include a seat strap or even a full chest harness. The harness must meet or exceed government and 1o industry standards. FIGURES 4 and 5 illustrate such a harness worn by a worker 50.
To install the apparatus in a building under construction, the base 20 is placed on the lowest floor and secured in place with the anchor bolts 32, as illustrated in FIGURE 1.
The first pole 36a is manually placed in the socket 30 of the base 20 which projects above the subsequent floor line of the structure, as shown in FIGURE 2. When the next floor line or ceiling is established, another pole 36 is added to the column, as depicted in FIGURE 3, and the support cables 40 are installed from the stacked column diagonally to the building structure. When the buildings roof trusses are rolled, an uppermost pole 36b is added to the column having the end cap 54 installed, as illustrated in FIGURE 4 and 16-18 or if the roof is the high pitch type, a third pole 36 is required along with a shorter uppermost pole 36b, as shown pictorially in FIGURE 5 and 19-21. In either event, the support cables 40 are repositioned to a higher set of cable anchors 38. When the column is secured, the worker 50 wearing the harness 52 with the lanyard 48 attached connects the lanyard 48 to the lanyard hook in the form of a D-ring 38 which, by the way, may be the same hook as the cable anchor 38 or may be separate device, however both are designated element number 38. While two or three poles 36 and a uppermost pole 36b are illustrated, any number and length combination may be used for specific buildings and heights.
While the invention has been described in complete detail and pictorially shown in the accompanying drawings, it is not to be limited to such details, since many changes and modifications may be made to the invention without departing from the spirit and scope thereof. Hence, it is described to cover any and all modifications and forms which may come within the language and scope of the appended claims.
TECHNICAL FIELD
The present invention pertains to fall protection devices in general, and more l0 specifically to a restraint apparatus for use during building constmction to protect a worker from an accidental fall.
BACKGROUND ART
Previously, many types of fall prevention devices have been used to provide an effective means to provide safety for workers during construction of residential and commercial buildings.
~,5 The prior art listed below did not disclose any patents that possess the novelty of the instant invention; however the following U.S. patents are considered related:
Patent Number Inventor Issue Date 5,522,472 Shuman, Jr. et al. Jun. 4, 1996 6,016,889 Pearcy et al. Jan. 25, 2000 20 6,334,507 Westerweel Jan. 1, 2002 Shuman, Jr. et al. in U.S. patent 5,522,472 teach a fall protection system for bridge construction that includes T-shaped cable supports secured to the concrete support columns of a bridle or overpass during construction. Cables are attached between the supports and receive a number of slideable, safety belt attachments. A
construction worker wearing the appropriate safety harnesses is protected from falls as the cable secures the harness and yet leaves sufficient room for normal activity of the worker.
Patent No. 6,016,889 issued to Pearcy et al. protects a climber from falling from a pole by utilizing a housing that fits over the top of the pole which includes a swing arm extending therefrom to which a fall protection device is attached. The swing arm may also include a cam follower assembly that includes a support component spaced apart to from a closed end of the housing.
Westerweel in U.S. patent 6,334,507 discloses a fall protection system that includes a trolley that moves along anchoring lines. The anchoring lines are arranged in a parallel spaced position. The trolley has a running gear that makes contact with the lines in a low noise and vibration manner, which enables easy passage without limiting the working space of the user.
DISCLOSURE OF THE INVENTION
A safe working environment is always the goal of a construction company and the government has augmented these objectives by mandating safety requirements. A
separate government agency has been implemented to promulgate these requirements, which is known as the United States Occupational Safety and Health Administration (OSHA). One of the requirements covers fall arrest systems for personnel working at elevated locations. While requirements are specific for some environments others require more workable solutions that are not fully outlined for commercial buildings, multiple story homes and apartments etc.
The primary object of the invention is to fulfill these needs by utilizing a stable rigid apparah2s that is easy to erect and yet is unencumbered by protruding arms and a complex structure. This goal is achieved by the use of a simple column of tubular steel which is erected in sections that are light enough for two workers to manually handle as building progresses in height. The sections slip together into a socket that is integrally formed onto the contiguous pole, and a base is attached to a floor surface with anchor bolts placed into drilled holes in the concrete. When a height has been reached that requires stability, a series of guy wires in the form of ratchet cable pullers with integral aircraft cables are connected between lashing eyes that are attached to the poles and floor brackets, thus creating a secure matrix from each direction. The worker simply attaches a 1o fall arrest harness with a retractable lanyard eyes onto the pole, which allows freedom to move without restriction but restrains a fall to the surface below.
An important object of the invention is the portability of the apparaW s as it is sufficiently sectionalized to be handled manually and may be moved from one construction site to another with ease and dispatch.
is Another object of the invention is that the cost of the apparatus is not prohibitive, as it may be used multiple times which permits the initial expense to be amortized over a lengthy period of time.
Still another object of the invention is its versatility since it may be used in all types of building structures and may be adapted to various heights by simply adding.more 2o sections of poles to the column.
These and other objects and advantages of the present invention will become apparent from the subsequent detailed description of the preferred embodiment and the appended claims taken in conjunction with the accompanying drawings.
BRIEF DESCRIPTION OF THE DRAWINGS
FIGURE 1 is a cross-sectional view of a typical building under construction with the base of the preferred embodiment attached to a concrete floor.
FIGURE 2 is a cross-sectional view of a typical building under construction with the first pole installed in the socket of the base with its distal end protruding above the first floor of the building.
FIGURE 3 is a cross-sectional view of a typical building under construction with the second pole installed in the socket of the first pole and the second pole secured with the support cables attached to the building.
FIGURE 4 is a cross-sectional view of a typical building under construction as shown in FIGURE 3 with the addition of a low pitched roof. The third pole or uppermost to pole, having an end cap, is installed in the socket of the second pole and support cables are attached to the second pole.
FIGURE 5 is a cross-sectional view of a typical building under construction with as shown in FIGURE 3 except with a high pitch roof requiring an additional fourth or uppermost pole having an end cap installed in the socket of the third pole.
FIGURE 6 is a top plan view of the base shown completely removed from the invention for clarity.
FIGURE 7 is a side-elevational view of the base shown completely removed from the invention for clarity.
FIGURE 8 is a cross-sectional view taken along lines 8-8 of FIGURE 7.
2o FIGURE 9 is a bottom view of the base shown completely removed from the invention for clarity.
FIGURE 10 is a partial isometric view of the safety pole anchor completely removed from the invention for clarity.
FIGURE 11 is a top view of the safety pole anchor completely removed from the invention for clarity.
FIGURE 12 is a side-elevational view of the safety pole anchor completely removed from the invention for clarity.
FIGURE 13 is a right side view of the safety pole anchor completely removed from the invention for clarity.
FIGURE 14 is a right side view of a typical pole completely removed from the invention for clarity.
FIGURE 15 is a cross-sectional view taken along lines 15-15 of FIGURE 14.
FIGURE 16 is a front elevation view of the third or uppermost pole with the end 5 cap in place, completely removed from the invention for clarity.
FIGURE 17 is a side view of the uppermost pole with the end cap in place, completely removed from the invention for clarity.
FIGURE 18 is a cross-sectional view taken along lines 18-18 of FIGURE 17.
FIGURE 19 is a side view of the fourth or uppermost pole with the end cap in 1o place, completely removed from the invention for clarity.
FIGURE 20 is a front elevation view of the uppermost pole with the end cap in place, completely removed from the invention for clarity.
FIGURE 21 is a cross-sectional view taken along lines 21-21 of FIGURE 20.
2o The best mode for carrying out the invention is presented in terms of a preferred embodiment for a fall protection restraint apparatus, which is shown in FIGURES 1 through 21 and is comprised of a base 20 that is configured to rest on an unyielding floor surface of a building during construction, such as a concrete floor 22, as shown in FIGURE 1. The base consists of a floor plate 24 having an upright pole segment 26 attached to the floor plate 24 at right angles thereunto. A socket 30 is attached to the upward extending portion of the pole segment 26, which consists of either four individual plates welded together at the corners, two angles nested together and welded at the ends, or a square tubular member slightly larger on the inside. A plurality of gussets 28 are permanently joined between the socket 30 and plate 24 to form a structurally sound integral element. The socket 30 has sufficient depth to accept longer poles and is sized to fit snugly but still permit easy insertion and removal of a mating pole. The base 20 utilizes attachment means to secure the base 20 to the concrete floor 22. The attachment means are preferably in the form of a plurality of wedging anchor bolts 32 that are disposed within a set of mounting holes 34 in the base floor plate 24 and that penetrate into the concrete floor 22, as shown in FIGURE 1. Other types of mounting or securing means, well known in the art, may also be used with equal ease.
A number of robust or sturdy poles 36 are sequentially connected to the base with a first pole 36a disposed within the socket 30 of the base 20. Subsequent poles 36 are io then nested together consecutively, as construction height requires, thus forming a structurally sound column. Basically, each pole 36 includes a distal socket 30 on one end similar to the one described above for the base 20, as best illustrated in FIGURES 14 and 15. It should be noted that the length of each pule 36 may vary as to the height of the building and FIGURES 14 and 15 represent only one specific embodiment and the others are basically identical except as noted. A plurality of lanyard hooks and cable anchors 38 are permanently attached to the sides of the socket 30, as shown, and consist of either a D-ring as illustrated, or a rotating lashing ring, which is not shown but well known to those practicing the art of hold downs. Both types of rings may be used adjacent to each other or one variety may be employed for a dual purpose of attachment.
Further, other ?o types of hold downs or loops may be used with equal ease. At least one of the poles 36 has additional lanyard hooks and cable anchors 38 positioned above a floor line at least 8 feet (2.5 m) from a floor surface of a building under construction, when the poles are nested together forming the column. The addition of the lanyard hooks and cable anchors 38 relative to the floor line is depicted best in FIGURES 3-S.
On the uppermost pole 36b the distal socket 30 is formed into a tee-shaped end cap 54 that includes a plurality of lanyard hooks 38a affixed on each side. It is preferred that the lanyard hooks 38a are in the form of D-rings which are easy to use, well known in the art and readily available. The tee-shaped end cap 54 consists of a vertical socket 30 that is basically the same as used in the lower sections except it has a horizontal top member 56 attached at right angles to the socket 30. A plurality of gussets 28, preferably two, are attached between the vertical socket 30 and the horizontal top member ~6 reinforcing the end cap structure. FIGURES 16-21 illustrate two forms of the end eap 54 attached to pole sections 36 with FIGURES 16-18 depicting the length of the uppermost pole 36b corresponding to FIGURE 4 and FIGURES 19-21 depicting the length of the sections of the uppermost pole 36b as illustrated in FIGURE 5. The end cap 54 serves the purpose of providing attaching means, all at the same height, for a number of workers since the D-rings are spaced apart sufficiently to be convenient.
It should be noted that the description of the preferred embodiment of the pole 36 1o and its socket 30, while appearing to be the most practical approach, may be altered or substituted without changing the patentable limitations of the invention. It is suggested that a round, square or a structural shape is an acceptable alternative, and the socket 30 may be either male or female with a myriad of profiles and combinations forming a satisfactory solution.
A plurality of support cables 40 are connected between the pole 36 and the building under construction to horizontally support the column by forming a guyed matrix. The support cables 40 are preferably incorporated in a ratchet cable puller 41 which includes not only an integral aircraft cable, but attaching hooks, an interlocking drive and stop levers. The cables 40 are attached with the integral hook to the appropriate 2o cable anchor on the pole socket 30 or pole itself, while simultaneously also attached on the other end to a safety pole anchor 42 that includes the pivoting ring 44 and a bracket 46. The anchor 42 is configured to rest on the floor and partially enclose one of the building's structural floor plates while being nailed through holes 45 provided to accommodate removable detachment. The anchor 42 is illustrated best in FIGURES
13 by itself, and installed in FIGURES 3-5.
One or more retractable lifeline lanyards 48 are attached to the column, thereby allowing the lanyard 48 to expand and retract freely until a sudden tug impedes and secures the lanyard's movement. This lanyard 48 preferably includes a built in anchorage connector, and an integral cable on a spring-loaded drum with a swivel snap hook on the cable for connection to the harness. The lanyard 48 is illustrated in the hand of a worker 50 in FIGURES 4 and 5, and is well known in the art. It should be noted that various types and styles of lanyards 48 may be employed, such as the shock-absorbing type.
A fall arrest harness 52 is connected to the lanyard 48 for securing the construction worker 50. The lanyard 48 limits a.nd maintains a minimal distance between the worker 50 and the column, thus precluding a fall to the surface below as the lanyard 48 is attached to the lanyard hooks 38 on pole 36, sockets 30 or the D-rings on the end cap 54. The fall arrest harness 52 is comprised of at least a body belt and can include a seat strap or even a full chest harness. The harness must meet or exceed government and 1o industry standards. FIGURES 4 and 5 illustrate such a harness worn by a worker 50.
To install the apparatus in a building under construction, the base 20 is placed on the lowest floor and secured in place with the anchor bolts 32, as illustrated in FIGURE 1.
The first pole 36a is manually placed in the socket 30 of the base 20 which projects above the subsequent floor line of the structure, as shown in FIGURE 2. When the next floor line or ceiling is established, another pole 36 is added to the column, as depicted in FIGURE 3, and the support cables 40 are installed from the stacked column diagonally to the building structure. When the buildings roof trusses are rolled, an uppermost pole 36b is added to the column having the end cap 54 installed, as illustrated in FIGURE 4 and 16-18 or if the roof is the high pitch type, a third pole 36 is required along with a shorter uppermost pole 36b, as shown pictorially in FIGURE 5 and 19-21. In either event, the support cables 40 are repositioned to a higher set of cable anchors 38. When the column is secured, the worker 50 wearing the harness 52 with the lanyard 48 attached connects the lanyard 48 to the lanyard hook in the form of a D-ring 38 which, by the way, may be the same hook as the cable anchor 38 or may be separate device, however both are designated element number 38. While two or three poles 36 and a uppermost pole 36b are illustrated, any number and length combination may be used for specific buildings and heights.
While the invention has been described in complete detail and pictorially shown in the accompanying drawings, it is not to be limited to such details, since many changes and modifications may be made to the invention without departing from the spirit and scope thereof. Hence, it is described to cover any and all modifications and forms which may come within the language and scope of the appended claims.
Claims (17)
1. A fall protection restraint apparatus that is utilized during building construction comprising, a) a base resting on an unyielding floor surface of a building during construction, b) a plurality of robust poles with a first pole connected to the base and subsequent poles nested together sequentially, as construction height requires, thus forming a structurally sound column, c) a plurality of support cables connected. between the poles and the building under construction to horizontally support the column by forming a guyed matrix, d) at least one retractable lifeline lanyard attached to the column, thereby allowing the lanyard to expand and retract freely until a sudden tug impedes and secures the lanyard's movement, and e) at least one fall arrest harness connected to the lanyard such that securement is provided to a construction worker wearing the harness, in the event of a fall the lanyard limits and maintains the minimal distance between the worker and the column, thus precluding a fall to the surface below.
2. The fall protection restraint apparatus as recited in claim 1 wherein said base further comprises a floor plate having an upright pole attached to the floor plate at right angles thereunto, a socket attached to an upward-extending portion of the upright pole, and a plurality of gussets permanently attached between the socket and plate, thereby forming a structurally sound integral element.
3. The fall protection restraint apparatus as recited in claim 1 wherein said unyielding floor surface is defined as a concrete floor and said base having attachment means to secure the base to the concrete floor.
4. The fall protection restraint apparatus as recited in claim 3 wherein said attaching means to secure the base to the concrete floor further comprise said base having a plurality of mounting holes therein with a plurality of wedging anchor bolts disposed within the mounting holes to penetrate into the concrete floor.
5. The fall protection restraint apparatus as recited in claim 1 wherein said each pole having a distal socket on one end.
6. The fall protection restraint apparatus as recited in claim 5 wherein said distal socket on an uppermost pole is defined as a tee-shaped end cap having a plurality of lanyard hooks.
7. The fall protection restraint apparatus as recited in claim 6 wherein said lanyard hooks further comprises a plurality of D-rings attached securely to the end cap.
8. The fall protection restraint apparatus as recited in claim 6 wherein said tee-shaped end cap further comprising a vertical socket having a horizontal top member attached at right angles to the socket and a plurality of gussets attached between the vertical socket and the horizontal top member reinforcing the end cap structure.
9. The fall protection restraint apparatus as recited in claim 1 wherein said poles having a plurality of lanyard hooks and cable anchors attached thereupon.
10. The fall protection restraint apparatus as recited in claim 1 wherein at least one pole having lanyard hooks and cable anchors positioned above a floor line when the poles are nested together to form the column.
11. The fall protection restraint apparatus as recited in claim 10 wherein the above said floor line is at least 8 feet (2.5 m) from a floor surface of the building under construction.
12. The fall protection restraint apparatus as recited in claim 1 wherein said support cables further comprise ratchet cable pullers which include an integral aircraft cable, attaching hooks, interlocking drive and stop levers.
13. The fall protection restraint apparatus as recited in claim 1 wherein said support cables further comprise a safety pole anchor having a pivoting ring and a bracket configured to rest upon a floor and partially enclose a structural floor plate for removable attachment thereof.
14. The fall protection restraint apparatus as recited in claim 1 wherein said retractable lifeline lanyard further comprises a built in anchorage connector and an integral cable on a spring-loaded drum with swivel snap hook on the cable for connection to the harness.
15. The fall protection restraint apparatus as recited in claim 1 wherein said fall arrest harness further comprises at least a body belt that meets or exceeds government and industry standards.
16. A fall protection restraint apparatus during residential and multiple building construction comprising, a base resting on a floor surface of a building during construction, a plurality of poles connected to the base and subsequent poles nested together sequentially, as construction height requires to form a structurally sound column, a plurality of support cables connected between the poles and the building under construction to horizontally support the column by forming a guyed matrix, at least one lanyard attached to the column, and a fall arrest harness connected to the lanyard such that securement is provided to a construction worker wearing the harness, in the event of a fall the lanyard limits and maintains the minimal distance between the worker and the column, thus precluding a fall to the surface below.
17. A fall protection restraint apparatus during residential and multiple building construction comprising, a base resting on a floor surface of a building during construction, a pole connected to the base having a height, as construction requires to form a structurally sound column, a plurality of support cables connected between the poles and the building under construction to horizontally support the column, at least one lanyard attached to the column, and a harness connected to the lanyard such that securement is provided to a construction worker wearing the harness, in the event of a fall the lanyard maintains the distance between the worker and the column.
Applications Claiming Priority (3)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| US10/256,473 US6695095B1 (en) | 2002-07-09 | 2002-09-27 | Fall protection restraint apparatus |
| US10/256,473 | 2002-09-27 | ||
| PCT/US2002/032361 WO2004028326A1 (en) | 2002-09-27 | 2002-10-09 | Fall protection restraint apparatus |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CA2499362A1 CA2499362A1 (en) | 2004-04-08 |
| CA2499362C true CA2499362C (en) | 2010-08-31 |
Family
ID=32041769
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CA2499362A Expired - Fee Related CA2499362C (en) | 2002-09-27 | 2002-10-09 | Fall protection restraint apparatus |
Country Status (3)
| Country | Link |
|---|---|
| AU (1) | AU2002334945A1 (en) |
| CA (1) | CA2499362C (en) |
| WO (1) | WO2004028326A1 (en) |
Families Citing this family (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US8240431B2 (en) | 2006-06-16 | 2012-08-14 | Brent Smith | Apparatus for arresting a fall |
| US8584798B2 (en) | 2010-06-10 | 2013-11-19 | Garlock Safety Systems Inc. | Safety apparatus for arresting a fall of a worker |
| NL2007622C2 (en) * | 2011-10-19 | 2013-04-22 | Waijers Anthony | DYNAMIC ANCHOR POINT AND FALL PROTECTION DEVICE. |
| CN103654610A (en) * | 2012-09-02 | 2014-03-26 | 江苏雄宇重工科技股份有限公司 | Rail type hanging basket |
| US11452892B2 (en) | 2019-06-18 | 2022-09-27 | Kelly Steel LLC | Mobile fall restraint apparatus |
Family Cites Families (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4730407A (en) * | 1985-09-10 | 1988-03-15 | Decarlo Dean S | System for converting firearms to electrical ignition |
| US5307897A (en) * | 1992-11-19 | 1994-05-03 | Lpr Construction Company | Safety stanchion for fall protection system |
| US5363610A (en) * | 1993-03-24 | 1994-11-15 | Thomas Delbert D | Seismic anchor |
| US5718305A (en) * | 1996-11-01 | 1998-02-17 | Palmer; Theodore Richard | Safety harness attachment post assembly |
| EP1036575B1 (en) * | 1999-03-16 | 2004-05-12 | Protecta International | Safety line anchoring methods and apparatus |
| US6779630B2 (en) * | 2000-10-10 | 2004-08-24 | Gary E. Choate | Rebar stanchion horizontal lifeline fall arrest system |
-
2002
- 2002-10-09 CA CA2499362A patent/CA2499362C/en not_active Expired - Fee Related
- 2002-10-09 WO PCT/US2002/032361 patent/WO2004028326A1/en not_active Application Discontinuation
- 2002-10-09 AU AU2002334945A patent/AU2002334945A1/en not_active Abandoned
Also Published As
| Publication number | Publication date |
|---|---|
| CA2499362A1 (en) | 2004-04-08 |
| WO2004028326A1 (en) | 2004-04-08 |
| AU2002334945A1 (en) | 2004-04-19 |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| EEER | Examination request | ||
| MKLA | Lapsed |
Effective date: 20151009 |