US3674115A - Liquid shock absorbing buffer - Google Patents

Liquid shock absorbing buffer Download PDF

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Publication number
US3674115A
US3674115A US74736A US3674115DA US3674115A US 3674115 A US3674115 A US 3674115A US 74736 A US74736 A US 74736A US 3674115D A US3674115D A US 3674115DA US 3674115 A US3674115 A US 3674115A
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United States
Prior art keywords
diaphragm
impact
members
buffer device
safety buffer
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Expired - Lifetime
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US74736A
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English (en)
Inventor
Bruce O Young
Grant W Walker
Duane B Ford
Wan Seegmiller
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Energy Absorption Systems Inc
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Energy Absorption Systems Inc
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Assigned to ENERGY ABSORPTION SYSTEMS, INC. reassignment ENERGY ABSORPTION SYSTEMS, INC. CHANGE OF NAME (SEE DOCUMENT FOR DETAILS). Assignors: QUIXOTE CORPORATION
Assigned to ENERGY ABSORPTION SYSTEMS, INC., CHICAGO, IL A CORP OF DE reassignment ENERGY ABSORPTION SYSTEMS, INC., CHICAGO, IL A CORP OF DE ASSIGNMENT OF ASSIGNORS INTEREST. Assignors: QUIXOTE CORPORATION
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    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01F—ADDITIONAL WORK, SUCH AS EQUIPPING ROADS OR THE CONSTRUCTION OF PLATFORMS, HELICOPTER LANDING STAGES, SIGNS, SNOW FENCES, OR THE LIKE
    • E01F15/00—Safety arrangements for slowing, redirecting or stopping errant vehicles, e.g. guard posts or bollards; Arrangements for reducing damage to roadside structures due to vehicular impact
    • E01F15/14—Safety arrangements for slowing, redirecting or stopping errant vehicles, e.g. guard posts or bollards; Arrangements for reducing damage to roadside structures due to vehicular impact specially adapted for local protection, e.g. for bridge piers, for traffic islands
    • E01F15/145—Means for vehicle stopping using impact energy absorbers
    • E01F15/146—Means for vehicle stopping using impact energy absorbers fixed arrangements
    • F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16F—SPRINGS; SHOCK-ABSORBERS; MEANS FOR DAMPING VIBRATION
    • F16F15/00—Suppression of vibrations in systems; Means or arrangements for avoiding or reducing out-of-balance forces, e.g. due to motion
    • F16F15/02—Suppression of vibrations of non-rotating, e.g. reciprocating systems; Suppression of vibrations of rotating systems by use of members not moving with the rotating systems
    • F16F15/023—Suppression of vibrations of non-rotating, e.g. reciprocating systems; Suppression of vibrations of rotating systems by use of members not moving with the rotating systems using fluid means

Definitions

  • ABSTRACT A reuseable im act attenuation construction desi ned to ro- 74 7 6 P g P [211 App] No 3 tect fixed objects near highways or vehicular traffic routes from damage due to high velocity impact.
  • the invention com- [52] U.S.
  • the energy of impact is dissipated in said 9/ buffer elements by the controlled escape of fluid therefrom through a series of sharp edged orifices.
  • the internal pressure [56] References cued in the buffer elements creates a resisting force which dis- UNITED STATES PATENTS sipates the kinetic energy ofthe impacting vehicle and brings it to a safe, controlled stop without damage to said fixed ob ect 970,848 9/1910 Patronagglo 14/219 and without injuring the occupants of the vehicle. 3,503,600 3/1970 Rich ....293/l X 3,602,151 8/1971 Walker et al.
  • this invention relates to a reuseable impact attenuation device designed to absorb and harmlessly dissipate the energy of impact of a colliding vehicle or the like with a fixed structure along or near a highway, such as a bridge abutment, parapet, sign or light stanchion or the like.
  • the present invention utilizes, in part, devices for absorbing or dissipating the kinetic energy of a moving body which are described in the patent application of John W. Rich, Ser. No. 664,333, filed Aug. 30, 1967, now US. Pat. No. 3,503,600 and titled Liquid Filled Buffer for Absorbing Kinetic Energy.
  • this invention is an improvement over the device disclosed in the patent application of Grant W. Walker and Duane B. Ford, Ser. No. 48,950, filed June 22, 1970 and which is a continuation of application Ser. No. 777,329, filed Nov. 20, 1968, titled Diaphragm Buffer Protective Construction now abandoned.
  • an improved energy absorbing and dissipating device for protecting stationary structures from damage due to impacting vehicles, while safely bringing the vehicle to a controlled-deceleration stop, can be provided utilizing clusters of energy absorbing buffer members or cells arranged in chambers which sandwich or telescope into each other upon impact, whereby said chambers are partly formed by lateral extending fender panels which aid in properly redirecting the car after lateral impact on the side of the protective device.
  • a principal object of this invention to provide a novel construction for protecting a stationary structure which includes at least a cluster of energy absorbing and dissipating buffer elements each arranged in a plurality of chambers defined by diaphragms and laterally extending fender panels such that an edge of each fender panel overlaps one of said diaphragms permitting said chambers to collapsibly telescope into one another upon impact of a vehicle with the protective construction whereby the energy of impact is absorbed and dissipated by the buffer members and the mass of the construction itself.
  • the device of the present invention is constructed comprising several clusters of energy absorbing buffer elements in a plurality of chambers spacially disposed throughout the extent of said device, a controlled dispersion of an impact shock wave created in said device can be obtained by reducing the capability of the device to directly transmit the shock wave therethrough. Accordingly, it is an important object of one embodiment of the present invention to provide at least a single chamber void of buffer elements, whereby direct transmission of the impact shock wave is interrupted and partially dispersed by said void chamber.
  • An additional object of the invention is to provide greater control in positioning the resisting mass of the unit and in diminishing its effect upon the vehicle during deceleration.
  • Still another object of the present invention is to provide an improved impact attenuation device which produces a satisfactory deceleration wave upon impact.
  • a further object of the present invention is to provide an impact attenuation device comprising laterally disposed fender panels to effectively deflect an impacting vehicle away from a protected stationary structure at a low angle relative to the normal direction of vehicle travel.
  • An additional object of the present invention is to provide an impact attenuation device comprising restraining and pullout cable means attached to various members thereof which resist deformation of such device when impacted laterally by a colliding vehicle.
  • FIG. 1 is a side elevational view of the cell sandwich impact attenuation device forming the present invention in place protecting an abutment;
  • FIG. 2 is a top plan view of the impact attenuation device of FIG. 1;
  • FIG. 3 is a top plan view of a modified embodiment of the present invention wherein one chamber is void of bufi'er elements;
  • FIG. 4 is a top plan view of the impact attenuation device of FIG. 1 as it appears after a head-on impact by a moving vehi- I cle or other object;
  • FIG. 5 is a top plan view of the impact attenuation device of FIG. 1 as it appears after a side-angle impact by a moving vehicle or other object;
  • FIG. 6 is a detail side elevational view of the restraining cable and backup plate construction, showing the relative location of the forward diaphragm, interior panels, and slide straps;
  • FIG. 7 is a detail side elevation view of the secondary cable and pull-out cable construction of the present invention.
  • FIG. 8 is a detail view of a typical diaphragm, including fender panel hinges, pull-out cable clips, and restraining cable eye guides;
  • FIG. 9 is a detail view of the front diaphragm
  • FIG. 10 is a detail view of a typical interior panel
  • FIG. 11 is a detail side elevational view of a preferred manner of fixing the buffer elements or cells to the structural rings and interior panels;
  • FIG. 12 is a plot of acceleration forces on the impacting vehicle in gs versus time in milliseconds using the impact attenuation device of FIG. 2;
  • FIG. 13 is a plot of acceleration forces on the impacting vehicle in gs versus time in milliseconds using the modified impact attenuation device of FIG. 3;
  • FIG. 14 is a detail plan view of a preferred manner of connecting the fender panels and diaphragms.
  • FIGS. 1 and 2 DESCRIPTION OF THE PREFERRED EMBODIMENTS Reference is made to FIGS. 1 and 2 for a description of the first embodiment of the invention.
  • a fixed structure such as an abutment which is normally located adjacent or near a route of vehicular travel, such as a street or highway, is sought to be protected.
  • This protection encompasses one of the main objects of the invention, along with the protection of a vehicle and the occupants thereof from injury upon collision of the vehicle with a fixed structure such as abutment l0. r
  • a rigid backing member 12 is provided to reinforce the stationary structure.
  • the rigid backing member 12 comprises two cable fastening means 14 firmly secured to backing member 12.
  • Positioned in front of and in contact with backing means 12 are a plurality of clusters 16 of energy absorbing and dissipating buffer members 18 partially filled with an incompressible fluid material which is preferably water.
  • an incompressible fluid material which is preferably water.
  • Buffer members 18 are collapsible flexible cell cartridges which have the characteristic of remaining flexible and water tight in extremes of heat and cold.
  • buffer members 18 may comprise a vinyl coated nylon fabric cylindrical body with an open end and a diameter of approximately 5 inches. The length may vary as required by the installation, but lengths of 24, 30 and 36 inches have found to be satisfactory for most installations.
  • the base fabric of buffer elements 18, by way of example, may consist of 6.1 ounces of nylon and 16 ounces of vinyl to produce a total weight of 22 ounces per yard. This provides a material which is capable of offering a hydrostatic resistance of 300 psi or better.
  • An insert 20 (FIG. 11) containing sharpedged orifices 22 to regulate the rate of release of water from the buffer elements 18 is afiixed to the open end of the bufl'er elements.
  • the clusters 16 of elements 18 are formed by placing the buffer elements in lateral rows which are held in a spaced relation by interior panels 24, which may be composed of overlaid plywood or any other suitable material. As shown in FIG. 2, an exemplary cluster towards the rear of the protective device comprises four rows of elements 18 separated by three interior panels 24. At the forward end, where the lateral dimensions of the cell sandwich unit are not as great, each row comprises a lesser number of buffer elements 18. Elements 18 are secured to the interior panels 24 by structural rings 26 (FIG. 11) which are attached to the interior panels by suitable means such as bolts 28. Flexible elements 18 are held in rings 26 by the force of friction, or the elements 18 may comprise an upper flanged portion such as keeper ring 27 to prevent the cells from falling through the structural rings. Since the buffer elements 18 are not self-supporting, interior panels 24 hold the cells erect.
  • Diaphragm 30 Adjacent the outermost row of elements 18 in any cluster 16 is a movable diaphragm 30 which, along with fender panels 32 pivotally attached to and extending laterally and rearwardly from two lateral sides of each diaphragm 30, fomis a chamber housing each cluster 16. As shown in FIG. 2, each preceding chamber located from back-up member 12 is of lesser width than the succeeding chamber. This construction enhances the ability of the chambers to telescope one into the other upon impact. Diaphragms 30 may be fabricated, as an example, from 1 inch thick laminated wood, coated on both sides with fiber-glass.
  • Fender panels 32 for example, may be constructed of any suitable material such as 34 to l 54 inch plywood, and are preferably coated on both sides with fiberglass.
  • the thickness of the diaphragms 30 and fender panels 32 may be varied from these dimensions depending upon the force of impact against which the invention is designed to protect.
  • the exterior surface of fender panels 32 is coated with a "floated" resin material or the like, to reduce the coefficient of friction for purposes to be explained.
  • Fender panels 32 are held in a longitudinally extensive, or inward, position by means of springs 33 (FIG. 14). Fender panels 32 are fastened to diaphragms 30 by means of loose pin hinges 35, thus facilitating the replacement of damaged fender panels.
  • Fender panels 32 are pivotally attached to diaphragms 30 by means of hinges 34 (FIGS. 8, 11).
  • the free swinging end of each fender panel 32 abuts the pivotal end of the succeeding fender panel in an overlapping manner, and lies on the outside thereof. It can be seen that upon compression due to impact of the chambers housing clusters 16, each fender panel 32 will slide outside of the succeeding fender panel, causing the chambers of clusters 16 to telescope into each other. (FIG. 5).
  • the most rearward fender panels 32 on each side of the protective device abut a buffer element 36 (FIG. 2), which is similar to that described in the aforesaid patent application of John W. Rich.
  • the force against the protective structure comprising this invention causes fender panels 32 to pivot outwardly against the force of springs 33 as the chambers housing clusters 16 are telescoped inwardly, as shown in FIG. 4.
  • buffer elements 38 substantially similar to the buffer elements disclosed in the aforesaid patent application of John W. Rich.
  • These buffer elements 38 preferably comprise hollow, vinyl plastic cylinders substantially filled with an incompressible fluid.
  • the material comprising buffer elements 38 shall be chosen to possess high strength while retaining flexibility at both high and low temperatures.
  • a series of cables are provided to assist in supporting the impact attenuation device of the present invention, and to further enhance the impact absorbing and dissipating capabilities of the structure.
  • Two restraining cables 40 are securely fastened at a point beyond the forward end of the cell sandwich unit to a fixed cable anchorage 42, and pass through reinforced apertures 44 in movable diaphragms 30 (FIGS. 6, 8). As shown in FIGS. 6 and 9, apertures 44 in the forward two diaphragms 30 are nearer the ground since restraining cables 40 pass through the two forward diaphragms 30 as they are rising from cable anchorage 42. Restraining cables 40 also pass along the lateral edge of each interior panel 24, which comprise a reinforced portion 47 (FIG. 10) which contacts the restraining cables 40 and protects the interior panels from excessrve wear.
  • Restraining cables 40 rise from cable anchorage 42 in a vertical plane to the third diaphragm 30 counting from and including the forward diaphragm, passing through apertures 44 in all diaphragms through which the restraining cables pass. From the third diaphragm, restraining cables 40 pass through apertures 44 of the remaining diaphragms, and are ultimately firmly anchored to cable fastening means 14. In the horizontal plane, as seen in FIG. 2, restraining cables 40 extend inwardly from cable anchor 42 to the forward diaphragm 30, from where they flare outwardly to fastening means 14. This flared traverse of restraining cables 40 assists in maintaining the cell sandwich unit in place during lateral impacts.
  • a secondary set of cables 46 are provided, which are fastened at one end to cable anchor 42 by means of shear pins 48, which break upon impact.
  • the opposite ends of secondary cables 46 are firmly attached to the forward diaphragm 30.
  • Tumbuckles 49 are provided to maintain secondary cables in a taut condition.
  • shear pins 48 break as forward diaphragm 30 is forced back in the direction of abutment 10. (FIGS. 4, 5).
  • pullout cables 50 are attached to the comers of each diaphragm 30. (FIGS. 1, 7).
  • cable clamps 52 are provided at the four corners of each diaphragm to which pullout cables 50 are attached.
  • Pullout cables 50 act during a lateral impact to provide an internal compressive force which acts on the buffer elements 18, to which the energy of impact is ultimately transferred for absorption and dissipation. Further, the unit may be substantially returned to its original shape after an impact by applying a tension force to pullout cables 50.
  • Tumbuckles 49 also assist in keeping the pullout cables 50 in a taut condition.
  • Slide straps 54 are provided on the ground along the length of the cell sandwich unit beneath diaphragms 30. Upon impact, the diaphragms are readily movable along slide straps 54.
  • FIG. 3 differs from the embodiment of FIGS. 1, 2, 4 and 5 in that the third chamber counting from the forward, or nose end is void of bufi'er elements 18. It has been discovered that by leaving a void chamber, a modified shock wave pattern is produced in the transmittal of the impact wave to the back-up plate 12. This is diagrammatically illustrated in FIGS. 12 and 13.
  • FIG. 12 which was charted using the device of FIGS. 1 and 2, shows, in a plot of the acceleration (g) forces on the impacting vehicle versus time (milliseconds) how an initial shock wave and then a secondary shock wave of slightly higher amplitude are produced prior to a reduction of the forces on the vehicle to zero.
  • FIG. 12 which was charted using the device of FIGS. 1 and 2 shows, in a plot of the acceleration (g) forces on the impacting vehicle versus time (milliseconds) how an initial shock wave and then a secondary shock wave of slightly higher amplitude are produced prior to a reduction of the forces on the vehicle to zero.
  • FIG. 13 shows a plot of the same acceleration forces versus time developed using a device constructed in accordance with the embodiment of FIG. 3, with the third chamber void of buffer elements.
  • the shock wave produced in an equivalent time period comprises an additional hump," however, the average amplitude of the impact force is less than that produced in the structure of FIGS. I and 2. Therefore, while the embodiment of FIGS. 1 and 2 will be sufiicient for most applications, additional attenuation of the overall shock wave may be produced using a void chamber such as disclosed in the embodiment of FIG. 3.
  • the shock wave in the device picks up again when it passes the void chamber.
  • these thickened units will act as shock absorbers without transmitting the shock wave to the back-up plate.
  • a vehicle impacting the cell sandwich unit head-on first contacts the buffer elements 38 located ahead of the nose portion of the device. Since cable anchorage 42 is almost level with the ground, the vehicle rides over the anchorage without being impeded thereby. A portion of the impact energy of the moving vehicle is absorbed and dissipated by the regulated flow of fluid in buffer elements 38 through the sharp-edged orifices located at one end of each bufier element.
  • nose cluster 38 is forced rearward, and the remaining impact energy is transferred to forward diaphragm 30 which moves on slide straps 54 and compresses the buffer elements 18 in the chamber directly behind the forward diaphragm. A further portion of the energy of impact is absorbed and dissipated by bufi'er elements 18 as fluid in said elements is discharged through orifices 22 (FIG. 1 1) at a rate commensurate with the impact force applied thereto. Diaphragms 30 and interior panels 24 act to uniformly distribute the force of impact amongst a series of bufi'er elements in a single row in each of the chambers.
  • the energy of impact is dissipated as the walls of buffer members 38 are collapsed initially by the impact of the vehicle upon the nose cluster, and by the subsequent movement of the respective diaphragms and interior panels forcing the collapse of successive clusters of bufi'er members 18 positioned between the diaphragms 30, interior panels 24 and backing plate 12.
  • each diaphragm is successively wider than the preceding one, a stepped or telescope effect is provided.
  • the larger mass of the elements of the cell sandwich unit nearer the backup plate 14 gives the rear portion of the unit a higher degree of shock or energy absorbing capability. Therefore, as the vehicle moves toward back-up plate 14, the resistive forces acting to bring it to a halt increase.
  • a head-on impact force will cause fender panels 32 to swing outwardly on hinges 34 due to the movement of the diaphragms 30 towards each other and the inertia of the fender panels themselves.
  • the outward movement of these fender panels requires the expenditure of energy, which is obtained from the kinetic energy of the impacting vehicle, thereby assisting the unit further in dissipating the energy of impact.
  • restraining cables 40 guide and control the movement of the diaphragms.
  • the outward flare in the restraining cables 40 compensates for any slack that may develop due to geometric position changes of the diaphragms, maintains tension, and aids in redirecting the car at a low angle during a side impact. Cables 40 also prevent the cell sandwich unit from buckling in the lateral and vertical directions.
  • the secondary cables 46 which are used primarily to maintain the forward diaphragm 30 in an upright position while the cell sandwich unit is in place (FIG. 7), are broken loose from cable anchorage 42 upon impact.
  • the tension in secondary cables 46 causes shear pins 48 to break, thereby permitting forward diaphragm 30 to move along slide straps 54 as previously described.
  • the cell sandwich unit also works extremely well on side angle impact, as diagrammatically illustrated in FIG. 5. Due to the force exerted by the impacting vehicle, fender panels 32 remain in an inwardly position and act as fenders to deflect the vehicle away from the unit. This deflection, however, does not direct the vehicle back to the lane of oncoming traffic. Tests have shown that a vehicle travelling at 55-60 mph and sideimpacting the cell sandwich unit at an angle of 15 was effectively fendered away at an angle of ejection within two degrees of being parallel to the side face of the unit. Thus, the vehicle safely comes to a stop near the cell sandwich unit, which is located along side the main traffic route, and not in the lane of moving trafiic.
  • the two pretensioned restraining cables 40 are positioned high for stability and near the center of mass of the unit and of the impacting vehicle. Cables 40 resist extensive lateral movement, yet yield sufficiently to reduce the force of impact reacting against the vehicle.
  • the shear pin anchoring the cable 40 nearest the impact wall break, releasing that cable as shown in FIG. 5.
  • the remaining cable is sufficient to resist lateral movement of the unit and aids in halting the vehicle.
  • the second factor enhancing the efi'ectiveness of the cell sandwich unit during a side impact is the low coeflicient of friction of the outer surface of the fender panels 32. This enables the vehicles to slide more easily along fender panels 32 following impact. Since the amount of penetration of the vehicle into the unit is small, and since there is only a small frictional force developed between the vehicle and the panels, the vehicle is gently redirected and does not pocket and spin out.
  • pull-out cables 50 which are firmly attached to each diaphragm 30, and prevent movement of said diaphragms in a direction away from each other, thereby maintaining pressure on buffer elements 18 during impact.
  • the unit when the unit is impacted head on, it compresses, causing a pressure build-up in the buffer elements 18 which are sandwiched between diaphragms 30 and interior panels 24.
  • This resisting force multiplied by the distance through which the unit acts is a measure of the energy dissipation during impact.
  • the mass-inertia phenomenon renders the cell sandwich unit self-adjusting as a higher mass vehicle automatically produces a higher hydraulic pressure to absorb impact.
  • the energy absorption system of the present invention functions to dissipate the energy of impact in several ways.
  • the shock wave generation through the fluid in the buffer elements increases the temperature of the fluid, which further absorbs energy.
  • the mass of the impacting vehicle and the mass of the structural parts of the cell sandwich unit, such as diaphragms, cell units, interior panels, cables, etc. absorb part of the force of impact.
  • the vinyl housing comprising the bufier elements also expands during impact, and this expansion additionally absorbs part of the energy of impact.
  • the cell sandwich unit may be easily repositioned by a vehicle such as a tow truck or the like pulling against the pull-out cables 50 mounted at the top and bottom and on each side of the unit.
  • a vehicle such as a tow truck or the like pulling against the pull-out cables 50 mounted at the top and bottom and on each side of the unit.
  • antifreeze solutions may be added to the fluid in the buffer elements l8 and 38.
  • the embodiments disclosed are exemplary of the type of configuration which may be used to protect fixed structures near or adjacent routes of vehicular traffic.
  • the device may be used to protect any object from another moving object, and it will be apparent to the skilled engineer that the configuration of the diaphragms, panel and buffer element arrangement will to some degree be dictated by space requirements or the configuration of the structure with which it is to be associated.
  • Such adaptations of configurations are well within the skill of the art and are within the spirit and scope of the invention as defined in the following claims.
  • An impacting absorbing safety buffer device for a fixed structure comprising:
  • a rigid backing member adapted to be positioned adjacent said fixed structure
  • collapsible, energy absorbing and dissipating means comprising a plurality of individual elements positioned in an ordered array extending forwardly of said backing member; diaphragm means comprising a plurality of individual diaphragm members interposed in said array at spaced intervals and with the opposed ends of at least preselected ones of said diaphragm members extending laterally outward of said array of individual elements; fender means comprising panel members pivotally coupled to the opposed ends of said selected diaphragm members, said panel members extending rearwardly from their associated diaphragm member and partially overlapping the panel members associated with the succeeding diaphragm member; and non-rigid means interconnecting said backing member and said diaphragm means.
  • said individual elements of said energy absorbing and dissipating means are arrayed in a series of adjacent rows between at least preselected ones of said diaphragm panels; and said diaphragm means further includes interior panels interposed between adjacent rows of said individual elements.
  • said individual elements of said energy absorbing and dissipating means each comprise a fluid filled cavity, and orifice means positioned above said cavity to permit discharge of said fluid from said fluid filled cavity through said orifice means only at a rate commensurate with an impact force applied thereto.
  • the impact absorbing safety buffer device of claim 1 including:
  • said non-rigid means includes a restraining cable structure rigidly anchored at one end in advance of the forwardmost one of said diaphragm members and at its opposite end to said rigid backing member and passing through apertures in said diaphragm means to guide and control the movement of said diaphragm means during impact.
  • said restraining cable means comprises at least two laterally spaced cables which diverge from each other from the front to the rear of said device to compensate for any slack that may develop due to position changes of said diaphragm means.
  • said non-rigid means further includes a pull-out cable structure attached to said diaphragm means to prevent said diaphragm means from moving in a direction to enlarge said chamber means, said non-rigid means constituting the substantially exclusive means for interconnecting said diaphragm means.
  • each succeeding diaphragm member is laterally wider than .
  • the preceding diaphragm member disposed toward said backing member, and said diaphragm members and said clusters of energy absorbing and dissipating means are wherein:
  • An impact absorbing safety buffer device for a fixed structure comprising:
  • said diaphragm members being positioned in spaced relation to one another and with said fender members associated with each diaphragm member partially overlapping respective fender members associated with a successive diaphragm member for forming a plurality of chambers spacially disposed in front of said backing member when said fender means are in a longitudinally extensive position;
  • said interconnecting and restraining means comprises cables rigidly anchored at one end at a location in advance of the forwardmost of said diaphragm members and at its opposite end to said rigid backing member and passing through apertures in each of said diaphragm members, for resisting lateral deformation of said safety buffer device during lateral impact along said fender members.
  • An impact absorbing safety bufier device for a fixed structure comprising:
  • collapsible energy absorbing and dissipating means disposed in only preselected ones and less than all of said plurality of chambers.
  • said device includes eight chambers and said energy absorbing and dissipating means is disposed in all but the third chamber from the front of said device.
  • said energy absorbing and dissipating means includes a cluster of flexible housing members each comprising a fluid filled cavity therein and orifice means positioned above said cavity to permit discharge of said fluid from said fluid filled cavity through said orifice means only at a rate commensurate with an impact force applied thereto.

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  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Physics & Mathematics (AREA)
  • Acoustics & Sound (AREA)
  • Aviation & Aerospace Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Refuge Islands, Traffic Blockers, Or Guard Fence (AREA)
  • Vibration Dampers (AREA)
US74736A 1970-09-23 1970-09-23 Liquid shock absorbing buffer Expired - Lifetime US3674115A (en)

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BR (1) BR7106260D0 (pt)
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US3881697A (en) * 1972-10-21 1975-05-06 Arbed Roadside safety apparatus
US3907353A (en) * 1974-05-13 1975-09-23 Arthur M Dinitz Adjustable bumper including protection against under-ride
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EP0094847A2 (en) * 1982-05-19 1983-11-23 Energy Absorption Systems, Inc. Anchor assembly for an impact attenuation device
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US4861185A (en) * 1986-12-23 1989-08-29 Eikelenboon Peter A J Collapsible road barrier
US4938163A (en) * 1989-12-29 1990-07-03 The United States Of America As Represented By The Secretary Of The Navy Barge connector system
US5011326A (en) * 1990-04-30 1991-04-30 State Of Connecticut Narrow stationary impact attenuation system
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JPS5418493B1 (pt) 1979-07-07
CA940751A (en) 1974-01-29
DE2147616C2 (de) 1982-03-18
GB1366383A (en) 1974-09-11
DE2147616A1 (de) 1972-03-30
AR194202A1 (es) 1973-06-29
FR2108426A5 (pt) 1972-05-19
BR7106260D0 (pt) 1973-04-26

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