Classifications

• • A—HUMAN NECESSITIES
  • A63—SPORTS; GAMES; AMUSEMENTS
  • A63B—APPARATUS FOR PHYSICAL TRAINING, GYMNASTICS, SWIMMING, CLIMBING, OR FENCING; BALL GAMES; TRAINING EQUIPMENT
  • A63B6/00—Mats or the like for absorbing shocks for jumping, gymnastics or the like
  • A63B6/02—Mats or the like for absorbing shocks for jumping, gymnastics or the like for landing, e.g. for pole vaulting

Definitions

• U.S. Patent No. 626,812 issued on June 13, 1899 to Kirschenhofer discloses a dampening device which utilizes a spring with a catch to prevent rebound when an object srikes the landing net.
• U.S. Patent No. 2,430,714, issued November 11, 1947 to Geer discloses a shock absorber connected to a landing net so that the net is decelerated over a very short distance, namely, the stroke of the shock absorber, by means of the viscous constraints of the fluid in the shock absorber.
• U.S. Patent No. 3,948,351 issued April 6, 1976 to Baumann utilizes a shock absorber similar to that disclosed in the Geer patent although it is connected to the landing net in a different manner.
• T5I3 OMPI ces which utilize a fluid and float assembly to damp displacement of the net by counteracting forces causing the net displacement by transferring these forces to one or more floats so that the viscous drag and buoyant force of the float damps the rate of displacement of the net. It is yet another object of the present inven ⁇ tion to provide a plurality of dampening devices asso ⁇ ciated with a landing net which are cross connected so as to distribute the gravitational force of a free falling body to an intermediate portion of the landing net for both central and off central points of impact.
• the preferred embodiment of thepresent invention utilizes a generally rectangular landing net suspended from four upright support posts by connecting means in the form of a plurality of tendons or cords.
• Each cord is secured to a dampening device associated with a support post according to the preferred embodiment of the present invention, and each dampening device operates to dissipate the impact of the free falling body on the net and to decelerate at a constant rate the fall of that body.
• dampening device is contained within each upright support post and each utilizes a two-fold approach in cushioning the landing of the free falling body. Initially, the impact of the free falling body on the landing net is dissipated by means of a viscous drag force and by a buoyant force supplied by the dampening device. Next, the viscous drag and buoyant forces cooperate to decelerate the body at a constant .
• each dampening device includes a fluid, preferably water, contained in the hollow support posts and a float is suspended in this fluid by means of a cord which extends downwardly to a pulley member at the bottom of the post and then upward along the interior sidewall of the post so that it will extend over a second pulley located on top of the hollow post.
• the cord may then be attached to the net at a convenient location such as at one corner of the net.
• Each float is operative to position a corner of the net by means of the buoyant force and imparts counteracting forces to the fall and weight of the body upon the landing net.
• the float is operative to impart both a drag force and a buoyant force.
• the viscous drag of the float through the water is, of course, dependent upon the ratio between the cross-sectional diameter of the float as compared to the cross-section of the hollow post.
• the buoyant force on the other hand is a function of the volume of the float and the specific gravities of the float and the fluid; Specifically, the weight of the falling object is under a constant deceleration force caused by the constant buoyant force of the float in the fluid so that the dissipation of the vaulter's body after initial contact with the net occurs over a substantial distance. In other words, the force of gravity is coun ⁇ teracted by the oppositely directed viscous and buoyant forces.
• the apparatus in the preferred embodiment, also includes a cross-rigging system of cords and pulleys interconnecting the floats on opposite diagonal posts so that displacement of a float in one post causes a corresponding displacement of the float in the opposite diagonal post. Since each of these floats is connected to a corner of the rectangular landing net, movement of. each causes a displacement of the landing net with opposite corners of the landing net undergoing a corresponding
• Additional features of the preferred embodiment include the positioning of a foam cushion along a forward portion of the assembly and adjacent a pair of the support posts. A skirt is then connected along one edge to an edge of the landing net and along the other edge to these cushions so as to provide a safety or auxiliary landing net should a pole vaulter fail to reach the primary landing net which is connected to the dampening devices.
• the landing net of the present invention may be modified in height for various uses, such as for high jum ⁇ ping or pole vaulting, and the dampening device may readily be adapted to uses other than for athletic events, such as, for fire protection equipment, acrobatic activi ⁇ ties and the like.
• Figure 1 is a perspective view of a landing net assembly according to the preferred embodiment of the pre ⁇ sent invention
• Figure 2 is a perspective view of the support structure for the landing net according to the preferred embodiment of the present invention.
• Figure 3 is a front view in elevation of the rigging for the landing net according to the preferred
• Figure 4 is a fragmentary view enlarged in ele- • vation of one set of pulleys supporting the rigging shown in Figure 3;
• Figure 5 is a cross-sectional view of the set of pulleys taken about line 5-5 of Figure 4;
• Figure 6 is a fragmentary enlarged view in ele ⁇ vation of another support pulley for the rigging shown in Figure 3;
• Figure 7 is a sectional view taken about line 7-
• Figure 8 is a front enlarged plan view of yet another pulley supporting the rigging shown in Figure 3;
• Figure 9 is a cross-sectional view in vertical section of one of the support posts according to the pre ⁇ ferred embodiment of the present invention.
• Figure 10 is an enlarged fragmentary view in perspective of one of the support posts with its asso ⁇ ciated landing net attachment mean ' s and net rigging according to the preferred embodiment of the present invention.
• the present invention may be best exemplified by describing its use as a landing net assembly for pole vaulters, high jumpers and the like which is constructed to be a safe dependable system for dissipating and cushioning the impact of a free falling body landing on the net.
• the preferred embodiment of the present inven ⁇ tion utilizes a support framework and a set of upright posts to which a landing net is attached by a plurality of dampening devices which dissipate the energy of the impact and damp the displacement of the landing net.
• landing net assembly 10 including a pair of forward support posts 12 and a pair of rear support posts 14 which are rigidly intercon ⁇ nected by framework 16 to provide an upright rigid support system for a landing net 18 attached thereto.
• Posts 12 and 14 may be arranged in a square, rectangular or trape ⁇ zoidal configuration, with the forward posts 12 being spaced further apart from one another when a trapezoidal configuration is selected.
• Landing net 18 is formed of two sections, an upper main panel 20 which comprises the landing surface for a pole vaulter or high jumper, and an inclined panel 22 which is attached to main panel 20 along one edge or seam 24, but it should be appreciated that main panel 20 and inclined panel 22 could be formed as a unitary sheet.
• Main panel 20 is shown as being of generally trapezoidal or rectangular configuration although it will be apparent that it may be rounded or of a circular configuration.
• inclined panel 22 is attached along an edge opposite seam 24 to a pair of pod cushions 26 which are adjacent a vaulting pod 28 on opposite lateral sides thereto.
• Pod cushions 26 are typically staked or otherwise secured to their support surfaces.
• the attachment between panel 22 and pod cushions 26 may be by means of snaps or hooks or any other convenient fastening means.
• pod cushions 26 and inclined panel 22 are included in the preferred embodiment but are not essential within the scope of this invention as hereinafter described.
• Forward support posts 12 and rearward support posts 16 form the four corners of a framework so that they extend upwardly from the surface upon which the framework is placed.
• Posts 12 and 14 are interconnected at their bases by means of a cross member 30 and each of posts 12 is connected to an adjacent post 14 by parallel beams 32 and 34 which are oriented to be normal to the vertical posts.
• rearward support posts 14 are connected to each other by means of beams 36 and 38 which form a horizontal pair of upper and lower support members.
• Each " pair of beams 32 and 34 are interconnected and supported by a pair of diagonal support members 40 which form an inverted V- shaped support wherein one end of each of diagonal support members 40 is connected to an opposite end of truss 34 with diagonal support members 40 converging at opposite ends to a point of attachment on the center portion of a respective beam 32.
• Each pair of beams 36 and 38 are con ⁇ nected in a similar manner by diagonal support members 42 with one end of each diagonal support members 42 being attached at opposite ends of beam 38 so that they converge to the central portion of beam 36 again in the form of an inverted V-shaped support.
• four diagonal beams 44 interconnect a medial portion of the respective posts 12 or 14 with the center of cross member 30.
• Cross member 30, beams 32, 34, 36 and 38 as well as diagonal support members 40, 42 and diagonal beams 44 are preferably formed of tubular rigid plastic and are attached to posts 12 and 14 and to each other by means of gluing or other structurally acceptable means as known in the art.
• this structure out of tubular steel, aluminum, or any other structural material.
• the dimensions of the main support structure should be selected such that the completed structure will be rigid and of sufficient strength to sup ⁇ port the impact of a free falling body on the landing net supported thereby. While the described trusswork is pre ⁇ ferred, it is possible to eliminate it entirely if the upright posts 12 and 14 are rigidly attached to caissons permanently affixed in the ground.
• Support posts 12 and 14 may be constructed identically and, as represented by support post 14 in Figure 9, each is an elongated hollow plastic cylinder 50 which is closed at a lower end by a plastic endplug 52 and at an upper end by endplug 54.
• Endplug 52 is preferably bolted to a flange 53 on jacket 55 which is attached to the lower end of cylinder 50.
• Endplug 52 seals off the lower end of cylinder 50 while endplug 54 may optionally be secured to the upper end of cylinder 50 in any convenient manner.
• Endplug 52 has a guide pulley 56 mounted thereon by means of a pair of brackets 58, one of which is shown in Figure 9.
• Bracket 58 is secured to endplug 52 by means of screws 60 and pulley 56 is rota- tably supported between the pair of brackets 58 by means of a shaft 62 journaled threin.
• a slot 64 At the upper end of hollow cylinder 50, adjacent endplug 54, is cut a slot 64 wherein a guide pulley 66 is mounted by means of a pair of brackets 68 which will be described more fully with reference to Figure 8.
• Guide pulley 66 is rotatably mounted on shaft 70 which is journaled in brackets 68.
• hollow cylinder 50 along with endplugs 52 and 54 make a substantially closed container, and this container is then substantially filled with a fluid 72 by means of a conventional faucet 73 mounted in the sidewall of cylinder 50 at a lower end thereof. Faucet 73 permits filling and draining of posts 12 and 14 and acts as a valve for this process.
• fluid 72 is water and hollow cylinder 50 is filled approximately 90° full so that, when each hollow post 12 or 14 is supported in a vertical orien ⁇ tation, the fluid level 74 is just below slot 64.
• ⁇ 76 is positioned in fluid 72, and float 76 is constructed with a cylindrical main body portion having hemispherical ' ends 80.
• the position of float 76 in fluid 72 is such that it rests with the upper hemispherical end 80 at the fluid level 74.
• float 76 may be submerged at any point within fluid 72, and the operation and function of float 76 will be described in greater detail hereinafter.
• float 76 is maintained in position by means of a cord 82 which is secured in any convenient manner at lower hemispherical end 80 such that it passes downwardly through hollow cylinder 50, underneath pulley 56 and then back through hollow cylinder 50 so that it extends through slot 64 and over pulley 66 where it is attached to landing net 18.
• cord 82 is formed of a water resistan material, such as Nylon, so that it will not be affected or deteriorated by fluid 72.
• cord 82 is attached at an end opposite float 76 to a rigid ring 84 located externally of an associated hollow post 12 or 14.
• cord 82 is drawn downward so that float 76 is forced to undergo movement in a downward direction through fluid 72.
• float 76 is buoyant in fluid 72 so that, for a force application in a downward direction on ring 84, two physical events take place.
• the sudden shock of the application of the kinetic force of the moving body on the landing net is transferred to ring 84 and is then dissipated as a result of the viscous drag of float 76 in fluid 72 and the buoyant force acting on float 76.
• This viscous drag is inversely proportional to the difference between the cross-sectional area of hollow cylinder 54 and the cross-sectional area of float 76 and directly proportional to float velocity.
• the constan't force of gravity that is, the body's weight
• the viscous drag force of float 76 in fluid 72 and the buoyant force acting on float 76 as a result of its submersion in fluid 72 cooperate to counteract the force of gravity.
• a second important feature of the present inven ⁇ tion is the utilization of a cross-rigging system whereby opposite diagonal pairs of posts 12 and 14 are intercon ⁇ nected to one another.
• each one of posts 12 and 14 have mounted a plurality of guides or pulleys thereon, and cross member 30 also supports a plurality of guides or pulleys.
• each one of posts 12 and 14 have a pair of medial pulleys 90 which are independently rotatable on shaft 92 which is mounted to cylinder 50 by means of a pair of L-shaped brackets 94.
• Each of posts 12 and 14 has an upper pulley 96 which is rotatable about a fixed shaft 98 which is mounted by support bracket 100.
• each of posts 12 and 14 includes a rigid post 104 mounted at a medial portion thereon.
• the manner in which the cross-rigging is arranged may be best seen in Figures 3 and 10.
• opposite diagonal posts 12 and 14 are cross-rigged by means of a pair of cords, 106 and 108, attached to respective rigid rings 84.
• cord 106 is attached to ring 84 adjacent a forward post 12 and extends in an upward
• OMPI direction over pulley 96 and then downward along the oute surface of post 12 and then around one of the pair of pulleys 90.
• Cord 106 then extends diagonally to the center of cross member 30 where it passes underneath one of pulleys 102.
• Cord 106 then extends diagonally upward to one of pulleys 90 mounted on diagonal rearward support post 14 and directly upward to be attached to the support ring 84 associated with the diagonal rearward post 14.
• Cord 108 is attached to ring 84 associated with post 14 a extends upwardly over pulley 96, downwardly along the sur face of post 14 to the other pulley 90 located at a media portion thereof after which it extends diagonally to a pulley 102, cord 108 extends diagonally upward to pass around the other of the pair of pulleys 90 associated wit an opposite diagonal forward post 12 and, after extending around pulley 90, cord 108 extends upwardly to be attache with the ring 84 associated with that opposite diagonal post 12. It should be appreciated that both pairs of opposite diagonal posts 12 and 14 are interconnected in this manner.
• the rigging system is completed by means of a plurality of cords 110 each of which are connected at one end to an associated rigid ring 84 and at the. opposite end to mounting post 104.
• Cords 110 operate to limit the upper position of associated rings 84 so that there is a maximum upward position of ring 84 with respect to the top of an associated post 12 or 14.
• landing net 18 is secured at each corner to a rigid
• corner 120 of landing net 18 has an opening 122 formed therein and it is preferable that opening 122 comprises a rigid steel, brass grommet or open rivet. Corner 120 is secured to an elongated releasable link 124 by means of a cord 126 which passes through grom- meted opening 122. The use of an open rivet or grommet in opening 122 is therefore understandable since structure aids in preventing the tearing of the fabric forming landing net 18.
• Releasable link 124 is then secured to ring 84 by means of a tie-off cord 128 so that the corner 120 of landing net 18 is secured to ring 84 and the asso ⁇ ciated cross-rigging system of landing net assembly 10. It should be understood that other attachment means for landing net 18 are contemplated and are within the scope of this ivention, but the one described above has been utilized with success in the preferred embodiment.
• Figures 4-8 illustrate the support structure for various ones of the pulleys utilized in the cross-rigging network.
• Figures 4 and 5 show the support structure for pulleys 90 with the support structure being defined by a pair of L-shaped support brackets 94 which support a shaft 92. Brackets 94 are secured to an associated support post 12 or 14 by means of a plurality of screws 130 which are threaded into the support posts.
• pulleys 90 are fragmented to show shaft 92 which includes a pair of end caps 132 which support an elongated rod having enlarged center section 134 and smaller diameter end sections 136.
• center section 134 operates as a spacer for pulleys 90 which are rotatably journaled on end sections 136.
• End caps 132 then mount the pulleys to L- shaped brackets 94 and provide a spacing to maintain pulleys 90 in spaced-apart relation from L-shaped brackets 94.
• any other suitable pulley support could be utilized as known in the art.
• Figures 6 and 7 disclose a pulley mount struc ⁇ ture for pulley 96 which is a generally U-shaped bracket J ⁇ E - 136 having angled feet 138, with angled feet 138 being secured to a respective support post 12 or 14 by means of . screws 140 threaded therein.
• U-bracket 136 supports a rigid shaft 142 in perpendicular relation thereto with pulley 96 being rotatably mounted on shaft 142 by means o end cap 144.
• other attachment and support struc ⁇ tures are possible for each of pulleys 96.
• FIG. 8 illustrates the support struc ture for pulley 66, and reference is made also to Figure showing further detail of this support structure.
• pulley 66 is adapted to be mounted in slot 64 so that a portion of pulley 66 protru ⁇ des externally of one of posts 12 or 14 while the remaining portion of pulley 66 projects internally of . pos 12 or 14.
• This attachment is accomplished by means of a pair of L-shaped brackets 146 which have one leg 148 secured to the external surface of an associated post 12 or 14 by means of screws 10 threaded therein.
• the other or perpendicular leg 152 of each L-shaped bracket 146 pro jects internally into posts 12 or 14 through slot 64.
• legss 152 then support shaft 70 which rotatably mounts pulley 66 in any convenient manner. It is noted that no specific support brackets are illustrated for pulleys 102, however, any bracket structure that rotatably mounts pulleys 102 to cross member 30 as known in the art is acceptable and is contemplated by this invention. Indeed, a bracket structure such as shown in Figures 4 and 5 is suitable with only slight modification to allow attachment to cross member 30.
• the landing assembly net increases the cushioning of the landing of a vaulter or high jumper thereby enhancing safety.
• posts 12 and 14 are between 4 and 5 meters high, and are spaced apart from one another approximately 5 meters.
• Posts 12 are, in the preferred embodiment, slightly shorter than posts 14, and, when a trapezoidal support structure is selected, posts 12 are spaced further' apart than posts 14. Landing net 18 and in particular main panel 20 is then positioned approximately 3 to 4 ⁇ 2 meters above the ground so as to intercept a vaulter at an elevated point. Of course, when the device is used for high jumping, the posts could be significantly shorter and main panel 20 should be positioned at a lower distance. Further, inclined panel 22 extends from main panel 20 downwardly to a pair of cushions made out of foam rubber or the like which flank pod 28 so that, if a vaulter or jumper does not achieve sufficient elevation to land on main panel 20, the athlete will nevertheless receive a cushioning effect on panel 22 from forward posts 12.
• the cross-rigging described above provides a further advantage over prior art devices. Specifically, whenever the athlete impacts main panel 20 at an off-center location, the cross-rigging causes a cooperation between diagonal corners so that the athlete is directed more to the center of the net rather than being thrown off the edge since diagonal corners undergo corresponding movement.
• the pre ⁇ sent invention provides for a loading factor of approxima ⁇ tely 1.5 gravities so that a vaulter attaining a height of 5 ⁇ 2 to 6 ⁇ 2 meters impacting main panel 20 located at a height of approximately 4 meters would have that impact dissipated over approximately 3 meters of traveling distance.
• posts 12 and 14 are typically approximately 20 centimeters in internal diameter while float 76 is typically on the order of an outside diameter of approximately 15 centimeters so that it preferably has a total volume of approximately 12- 13 liters, but this may be varied successfully between 10 and 20 liters.
• the buoyant force be selected within the range of approxima ⁇ tely 9-18 Kg or 80-180 newtons.
• the present invention has been utilized for prac- tice falls as a method of analysis.
• the average peak velocity of the body for three jumps was 3.35 m/sec. ranging from 2.8 to 3.8 m/sec.
• the average peak deceleration for three jumps was 2.1 g. , ranging from 1.4 to 2.7 g.

Landscapes

• Health & Medical Sciences (AREA)
• General Health & Medical Sciences (AREA)
• Physical Education & Sports Medicine (AREA)
• Buildings Adapted To Withstand Abnormal External Influences (AREA)
• Vibration Dampers (AREA)
• Emergency Lowering Means (AREA)
• Devices Affording Protection Of Roads Or Walls For Sound Insulation (AREA)

Priority Applications (5)

Applications Claiming Priority (2)

Publications (1)

Family

ID=22147590

Family Applications (1)

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Cited By (2)

Citations (8)

• 1979
  • 1979-05-15 JP JP50186479A patent/JPS56500635A/ja active Pending
  • 1979-05-15 WO PCT/US1979/000326 patent/WO1980002507A1/en unknown
  • 1979-05-15 DE DE19792953677 patent/DE2953677A1/de not_active Withdrawn
  • 1979-05-15 GB GB8100641A patent/GB2060377B/en not_active Expired
• 1980
  • 1980-12-01 EP EP19790901423 patent/EP0028597A1/en not_active Withdrawn

Patent Citations (8)

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