People at elevated positions above a floor or other relatively lower surface are at risk of falling and injury. For example, workers and other personnel who have occupations that require them to be at elevated positions, such as on scaffolding, are at risk of falling and injury. Safety harnesses are often worn to stop a person's fall and prevent or reduce injury.
Safety harnesses typically have a harness portion worn by the user and a tether or lanyard extending from the harness portion. The lanyard connects the harness portion to a secure structure. If a person falls from the elevated position, the safety harness stops the person's fall when the lanyard is straightened.
A load limiter on a seat belt system can be worn to secure the occupant of a vehicle in the event of a sudden stop or collision to reduce the risk of injury. If a person is subjected to inertia due to a vehicle's sudden stop, the load limiter limits the forces felt by the person during the person's forward movement and also limits the person's forward movement when the load limiter is extended.
Lanyards that attempt to absorb the shock of a person's fall or sudden stop are known. Current lanyards have been made from two separate webbings assembled together. One webbing is a narrow, flat webbing woven of partially oriented yarn (POY webbing) and the other webbing is a relatively higher strength tubular-shaped webbing. After manufacture of the two webbings, the POY webbing is inserted into one end of the tubular-shaped webbing and pulled through the tubular-shaped webbing. A hook or other device inserted into the opposite end of the tubular-shaped webbing is then used to pull the POY webbing through the tubular-shaped webbing so that the POY webbing extends inside of the tubular-shaped webbing from one end to the opposite end. The relative lengths of the POY webbing and the tubular-shaped webbing then must be adjusted. To adjust the relative lengths, while holding the POY webbing in place, one end of the tubular-shaped webbing is moved closer to the opposite end to place the tubular-shaped webbing in an accordion-like position over the POY webbing. The relative length adjustment of the webbings is performed manually and is a significant disadvantage of existing lanyards. After the manual adjustment of the relative webbing lengths, the POY webbing is essentially in a straight, linear orientation inside of the accordion-shaped orientation of the tubular-shaped webbing. The two webbings are then attached to each other by sewing at the ends. Any excess POY webbing extending out of the ends of the tubular-shaped webbing is cut off and discarded.
Because conventional lanyards are made from two separate webbings that must be assembled together, manufacture of the lanyards requires costly and tedious assembly processes, such as inserting the POY webbing through the tubular-shaped webbing. Moreover, after the insertion process, an additional manual process is required that adjusts the relative webbing lengths by placing the tubular-shaped webbing in the accordion position while maintaining the POY webbing in a straight position. Then, another process is required to attach the two separate webbings together while maintaining the POY webbing in the straight position and the tubular-shaped webbing in the accordion-shaped position. The relative lengths of the POY webbing and the tubular-shaped webbing is critical for proper functioning of the lanyard. The manufacturing process is complicated by proper control and manual setting of the critical relative lengths of the two webbings.
In addition, existing lanyards using POY webbings have a constant deployment force, which refers to the energy absorption or energy dissipation rate provided by the webbing. A deployment force is often shown in graphical form as the applied force to a load. Deployment force is determined by the number of POY yarns in the lanyard. Because the deployment force of existing lanyards is constant and consistent throughout deployment, the lanyard is not well suited for all types of users. For example, a lanyard having a relatively high deployment force may not be suitable for use with a child, who would experience more shock associated with a fall or sudden stop if the force of the fall or stop was not enough to activate the shock absorbing feature of the lanyard. Similarly, a lanyard having a relatively low deployment force may not be suitable for use with a heavy user if the configuration of the lanyard is not sufficient to stop the fall or limit forward movement.
Existing lanyards that purport to reduce shock can be found in U.S. Pat. Nos. 5,113,981; 6,085,802; 6,390,234; and 6,533,066 and WIPO Publication No. WO/01/026738.
Certain embodiments of the invention generally pertain to fabric structures, such as lanyards and shock absorbing and load limiting lanyards, and methods of making them. More specifically, some embodiments of the invention pertain to shock absorbing and force limiter structures having a shock absorbing member and a load bearing member, wherein the shock absorbing member is shorter than the load bearing member and wherein the deployment force of the fabric structure gradually increases the further the fabric structure is stretched. In some embodiments, the fabric structure includes a band that prevents slight extension of the structure when it is subjected to small loads. In some embodiments, the fabric structure includes elastic to constrict the fabric structure to reduce the amount of extra fabric before the structure is deployed.
Certain embodiments of the invention provide fabric structures configured to support a load applied to the structure after elongation yarns of certain segments elongate under the load. Fabric structures having a deployment force that gradually increases the further the fabric structure is stretched will be discussed first, along with several variations of the structure to achieve this feature. Next, fabric structures having bands will be discussed.
As shown in
In the embodiment of
In some embodiments, such as the embodiments of
In one embodiment, the ground yarns 40 and 42 are polyester and each have a linear density of approximately 2,600 denier. In some embodiments, ground yarns 40 and 42 are nylon, polyester, Kevlar®, or any other high modulus, high tenacity yarn or other suitable materials that are relatively higher strength and that do not shrink or shrink substantially less than the elongation yarns during heat treatment. For example, in some embodiments, the ground yarns 40 and 42 forming the sheath 50 have a tensile strength of at least 5,000 pounds. In other embodiments, the ground yarns have a nominal breaking strength of greater than 5,400 pounds and, in some embodiments, have a nominal breaking strength exceeding 6,000 pounds, in compliance with 29 C.F.R. 1926.104(d) (2008), American National Standards Institute (“ANSI”) Z335.1, Canadian standard Z259.1.1 Class 1A and 1B, European standard BS EN 355:2002, and Australian standard AN/NZS 1891.1.1995.
The elongation yarns that make up elongation yarn bundles 36 and 38 are highly extensible and significantly stretch when placed under a tensile load. The elongation yarns can have any desired configuration, such as woven together or non-woven, for example. Elongation yarn bundles 36 and 38 may have the same number of elongation yarns in each bundle, or may have a different number of elongation yarns. For example, in one embodiment, the elongation yarn bundle 36 includes approximately 5 elongation yarns and the elongation yarn bundle 38 includes approximately 10 elongation yarns.
The elongation yarns are one example of shock absorbing members of the fabric structure 10. In one embodiment, the elongation yarns making up the elongation yarn bundles 36 and 38 are partially oriented yarns (POY) made of polymer materials such as polyester, but the elongation yarns can be made from one or more suitable materials having high elongation properties and the ability to shrink in length, such as during heat treatment. The high elongation properties of the elongation yarns allow the elongation yarns to stretch significantly under a predetermined tensile force. The elongation yarns have this elongation property even after heat treatment. When the fabric structure 10 is placed under tensile load, the elongation yarns stretch under tension and absorb the force or energy applied to the fabric structure 10. In this way, the elongation yarns of elongation yarn bundles 36 and 38 are a shock absorbing member that provides a shock absorbing feature.
In some embodiments, each of the elongation yarns has a linear density of between approximately 300 denier and approximately 5,580 denier. Together, elongation yarn bundle 36 has a linear density of approximately 33,480 denier in some embodiments and elongation yarn bundle 38 has a linear density of approximately 34,000 denier in some embodiments.
As described above, the fabric structure 10 has a first connection segment 12, a second expansion segment 14, a third expansion segment 16, and a fourth connection segment 18. As shown in
As shown in
In fourth connection segment 18, the elongation yarn bundles 36 and 38 and the ground yarns 40 and 42 of the sheath 50 are connected and secured together. In the embodiment shown in
According to the embodiment shown in
In the embodiment of
As shown in
In this way, the elongation yarn bundle 36 is secured to at least a portion of the sheath 50 in at least one part of second expansion segment 14 before elongation yarn bundle 36 is outside of the structure 10. Other configurations are possible to secure one (or more) of the elongation yarn bundles to either the top layer 52 or bottom layer 54 of the sheath 50, or both the top layer 52 and bottom layer 54 of the sheath 50, before the elongation yarn bundle is outside of the structure.
Because the elongation yarn bundle 38 is not secured to the ground yarns 40 and 42 in second expansion segment 14, the elongation yarns in elongation yarn bundle 38 shrink freely during heat treatment, and gather the sheath. As shown in
In first connection segment 12, the elongation yarn bundle that remains between the top and bottom layers of the sheath 50 (elongation yarn bundle 38 in the embodiment of
As shown in FIGS. 1 and 2A-2D, the fabric structure 10 in some embodiments also includes a plurality of lateral yarns 46 (also referred to as “weft” or “pick” yarns), the lateral yarns extending in an approximately weft direction across fabric structure 10. In some embodiments, the lateral yarns can be approximately 1,000 denier polyester yarns. In other embodiments, the lateral yarns can be industrial filament polyester, nylon, Nomex®, Kevlar®, or any other suitable yarn.
As mentioned above,
Fabric structures 10 may be formed on any desired programmable loom, such as a needle loom.
The draw-in diagram of
The draw-in diagram of
For all of the embodiments described above, including either the embodiment with binder yarns 44 or without binder yarns, the sheath 50 of fabric structure 10 is configured to support a load applied to the structure 10 if, in the expansion segments, the elongation yarns of elongation yarn bundles 36 and/or 38 fully elongate. The fabric structure 10 is formed by simultaneous weaving of the elongation yarns with the ground yarns 40 and 42 of the sheath 50. Thus, the fabric structure 10 is woven as a one-piece structure.
Also for all embodiments described above, the relative lengths of the elongation yarns of the elongation yarn bundles and the ground yarns of the sheath in the finished fabric structure 10 provide for proper elongation of the formed fabric structure 10 (stretching of the elongation yarns and unfolding of the sheath 50 in the expansion segments) to stop a person's fall or forward movement and reduce the shock force otherwise felt by the person. The relative lengths of the elongation yarns and the sheath 50 can be conveniently and accurately controlled by subjecting the fabric structure 10 to heat treatment. The heat treating process provides convenient and accurate control of the relative lengths by shrinking the elongation yarns of the elongation yarn bundles 36 and 38 relative to the sheath 50, preferably after the elongation yarns and the ground yarns are secured together in the first and fourth connection segments 12 and 18. As mentioned above, the elongation yarn bundle 36 can be cut at or around cut point 48 before subjecting the structure to heat treatment.
Upon the application of heat, the relative lengths of the elongation yarns and the sheath 50 are automatically adjusted. As stated above, the elongation yarns are made of one or more materials that shrink in length during heat treatment, while the ground yarns 40 and 42 of the sheath 50 are made of one or more materials that do not shrink in length or that shrink substantially less than the elongation yarns. As mentioned above, the length of the elongation yarns reduces significantly relative to the length of the ground yarns 40 and 42 of the sheath 50. Because the elongation yarns and the sheath 50 are connected together at the first connection segment 12 and the fourth connection segment 18, the shrinking of the elongation yarns draws the first connection segment 12 closer to the fourth connection segment 18. Because the length of the structure is dependent on the reduced-length elongation yarns, the sheath 50 gathers together or bunches up in the second and third expansion segments 14 and 16. In this manner, the sheath 30 automatically forms an accordion-like configuration in the second and third expansion segments 14 and 16 after heat treatment of the fabric structure 10. Accordingly, the relative lengths do not have to be adjusted before assembly of the elongation yarns to the sheath 30. This is in contrast to conventional lanyards, which had the relative lengths adjusted or set before assembly of the partially oriented yarns (POY) to the outer sheath.
Moreover, because the fabric structure 10 includes one or more elongation yarn bundles 36 that are woven outside of the structure in certain segments, the deployment force of the structure is not constant. As shown in the Figures, certain successive segments of fabric structure 10 have more elongation yarns woven inside the structure so that, at the third expansion segment 16 and the fourth connection segment 18, all of the elongation yarns are woven inside the structure 10. In this way, during a fall or sudden stop, the deployment force gradually increases the further the fabric structure 10 is stretched. Such a feature allows the fabric structure to be used by a wide variety of users, and in a wide variety of applications. For example, as shown by the load distribution curve in
The fabric structure illustrated in
The fall of the adult, however, subjects the fabric structure to sufficient energy to deploy the elongation yarns in both the second expansion segment 14, which consists of the elongation yarns in the elongation yarn bundle 38, and the elongation yarns in the third expansion segment 16, which consists of the elongation yarns in both elongation yarn bundles 36 and 38. In this way, the fabric structure of
As mentioned above, the amount of elongation yarns in the elongation yarn bundles 36 and 38 may or may not be equal, depending on the desired forces required to deploy the elongation yarns in each of the various expansion segments. Similarly, the fabric structure can include more than two elongation yarn bundles and more than two expansion segments, with the additional elongation yarn bundle(s) being outside the structure at the additional expansion segment(s) so that the fabric structure has more than two deployment stages. The various expansion segments can have many different configurations to create a fabric structure having multiple stages of deployment. By providing multiple deployment stages, the force experienced by both the youth and the adult is lessened.
Various heat treating processes can be used to shrink the elongation yarns of elongation yarn bundles 36 and 38 in the expansion segments. For example, a continuous oven can be used in an in-line, continuous heating process. The fabric structure can be continuously woven and fed into the continuous oven for heat treatment. After exiting the continuous oven, the continuous structure can be cut to a desired length to provide an individual fabric structure or lanyard. Another example of heat treatment is a batch process in which individual fabric structures are heat treated.
In one embodiment, the fabric structure 10 is a 4 foot by 1 and ⅜ inch nylon structure formed from approximately 248 nylon ground yarns (the ground yarns having a linear density of approximately 1680 denier), 20 nylon binder yarns (the binder yarns having a linear density of approximately 1680 denier), and 90 elongation yarns (the elongation yarns being partially oriented yarns with a linear density of approximately 5580 denier). In one embodiment, the fabric structure 10 made according to the draw-in diagram of
At least one of the first and fourth connection segments 12 or 18 can be attached to a hardware component, such as a clip, a metal clasp, a harness, or a seatbelt component. For example, one of these connection segments can be attached to a harness worn by a user and the other connection segment can be attached to a load-supporting structure. In some embodiments, one of the first and fourth connection segments 12 or 18 can be attached to a harness and/or a clip for attachment to a child seat for use, for example, in an automobile or other vehicle.
The fabric structure 10 can be used as a fall protection device, to secure the occupant of a vehicle against harmful movement that may result from a sudden stop, or in any other application where rapid human or other body deceleration may occur. The fabric structure 10 can also be used as a tool lanyard to prevent a tool from falling/jerking off a scaffold or other elevated structure if dropped. When using the fabric structure as a fall protection device, one end of the fabric structure 10 is securely attached to a safety harness worn by a user. The opposite end of the fabric structure 10 is securely attached to a fixed structure. If the user falls, the fabric structure 10 stops the person's fall and reduces the shock felt by the person as the user is brought to a stop. As the person falls, the fabric structure 10 elongates or stretches and the load of the user begins to be applied to the fabric structure 10. The elongation yarns stretch and absorb the force of the load applied to the fabric structure 10. As the elongation yarns stretch, the sheath 50 elongates and the accordion shape unfolds. Under normal conditions, the elongation yarns will dissipate the energy of the fall and stop the person's fall before the sheath completely unfolds. However, if the elongation yarns stretch until they are equal in length to the sheath 50, then the sheath will stop the motion and support the load. The shock of stopping the fall that would otherwise be felt by the falling person is reduced or cushioned by the energy-absorbing elongation yarns.
In one embodiment, a fabric structure 10 is designed to stop a falling person within 3.5 feet, which is in compliance with 29 C.F.R. 1926.104(d) (2008). In this embodiment, the fabric structure 10 has a finished, ready-for-use length of about 6 feet. In other embodiments, the fabric structure has a finished, ready-to-use length of about 4 feet. The fabric structure 10 is formed from a woven webbing having a length of about 9.5 feet. After heat treatment, the elongation yarns have a reduced length of about 6 feet and the sheath 50 retains its 9.5 feet length. However, the sheath 50 is longitudinally gathered together to form the accordion-like shape over the 6 feet finished length. When the fabric structure is subjected to sufficient force, the elongation yarns will stretch from about 6 feet up to about 9.5 feet, unfolding the accordion-shaped sheath 50 up to the maximum length of about 9.5 feet. The elongation yarns absorb the energy of the fall and reduce the abrupt shock to the person when the fabric structure 10 stops the fall.
In another embodiment of the present invention, a fabric structure has lengths of the elongation yarns and the sheath to stop a falling person within about 11.75 feet. The fabric structures, however, can be made in any desired length according to the present invention.
In some embodiments, as shown in
In some embodiments, band 102 incorporates elastic. In certain embodiments, the band includes 20% elastic by weight. Any suitable elastic material may be used, such as split rubber, covered rubber, Lycra®, or any other suitable elastic material. In some embodiments, a separate elastic band is used in addition to band 102. For example, the elastic band may be formed from 20 Lycra® yarns having a linear density of approximately 2,500 denier and the band may be formed from 41 polyester yarns having a linear density of approximately 1,000 denier.
Fabric structures 100 including band 102 can be configured to comply with Canadian Standard Z259.11-05, section 5.2.3, which requires a reinforcement in the structure to prevent slight extension when the structure is subjected to small forces. One way to meet the reinforcement requirement is to include elastic in the band to draw the structure up so that it is as short as possible until the structure is deployed. This minimizes the amount of excess material associated with the fabric structure, which could pose a trip hazard.
The fabric structure 100 of
In fourth connection segment 118, the elongation yarn bundle 136 and the ground yarns 140 and 142 of the sheath 150 are connected and secured together. In the embodiment shown in
In the embodiment shown in
In some embodiments, in the second connection segment 114, the band 102 is outside the fabric structure 100 completely. In the first and second connection segments 112 and 114, the elongation yarn bundle 136 is connected and secured together with the ground yarns 140 and 142. In the embodiment shown in
As shown in FIGS. 9 and 10A-10D, the fabric structure 100 in some embodiments also includes a plurality of lateral yarns 146, the lateral yarns extending in an approximately weft direction across fabric structure 100. In some embodiments, the lateral yarns can be approximately 1,000 denier polyester yarns. In other embodiments, the lateral yarns can be industrial filament polyester, nylon, Nomex®, Kevlar®, or any other suitable yarn.
Regardless of the composition of band 102, band 102 is woven with the rest of the structure under tension. If elastic is incorporated into the composition of band 102, then the tension is released after weaving, third expansion segment 116 is elastic. Moreover, in all embodiments, including the embodiment without binder yarns discussed below, band 102 extends loosely throughout the fabric structure and is not woven with the elongation yarns or the ground yarns.
Fabric structures 100 may be formed on any desired programmable loom, such as a needle loom.
The draw-in diagram of
Various heat treating processes can be used to shrink the elongation yarns of elongation yarn bundle 136 and/or elongation yarn bundle 138 in any of the fabric structures described above with band 102 (including those with or without binder yarns 144). For example, as described above, a continuous oven can be used in an in-line, continuous heating process. The fabric structure can be continuously woven and fed into the continuous oven for heat treatment. After exiting the continuous oven, the continuous structure can be cut to a desired length to provide an individual fabric structure or lanyard. Another example of heat treatment is a batch process in which individual fabric structures are heat treated. In some embodiments, the fabric structure 100 or 110 may be heat treated in an oven at a temperature of 249° F. for approximately 4.5 minutes. In some embodiments, the areas outside of oval 166 are insulated from heat treatment.
Because the band 102 does not shrink when subjected to heat treatment, while the elongation yarns inside of oval 166 do shrink, the band 102 is longer than the elongation yarns in the portion of the structure represented by oval 166. The extra length of band 102 can then be manually pulled throughout the portion of the structure represented by oval 166 to even the length of the band 102 with the rest of the structure. In some embodiments, the band 102 is secured to the structure by stitching or other suitable means, and is then cut. In some embodiments, band 102 is cut around first end 128 of second segment 14 or around second end 134 of first segment 112.
In one embodiment, the fabric structures 100 or 110 are 4 foot by 1 and ⅜ inch nylon structures formed from approximately 248 nylon ground yarns (the ground yarns having a linear density of approximately 1680 denier), 20 nylon binder yarns (the binder yarns having a linear density of approximately 1680 denier), 90 elongation yarns (the elongation yarns being partially oriented yarns with a linear density of approximately 5580 denier), and 41 yarns with a linear density of approximately 1000 denier making up the band. In one embodiment, fabric structure 100 made according to the draw-in diagram of
The fabric structures of the present invention can be made of any suitable materials including, but not limited to, synthetic material yarns woven to form the fabric structure.
Various changes and modifications to the above-described embodiments described herein will be apparent to those skilled in the art. Such changes and modifications can be made without departing from the spirit and scope of the invention and without diminishing its intended advantages. It is therefore intended that such changes and modifications be covered by the appended claims.
This application is related to U.S. application Ser. No. 12/183,491 titled “Shock Absorbing Fabric Structures” filed Jul. 31, 2008, which is a continuation-in-part of U.S. application Ser. No. 12/103,565 titled “Shock Absorbing Lanyards” filed Apr. 15, 2008, which issued as U.S. Pat. No. 7,677,360 on Mar. 16, 2010 and which is a continuation of U.S. application Ser. No. 10/790,394 titled “Shock Absorbing Lanyards” filed Mar. 1, 2004, all of which are incorporated herein by this reference.