US20160236531A1 - Support element - Google Patents
Support element Download PDFInfo
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- US20160236531A1 US20160236531A1 US15/137,638 US201615137638A US2016236531A1 US 20160236531 A1 US20160236531 A1 US 20160236531A1 US 201615137638 A US201615137638 A US 201615137638A US 2016236531 A1 US2016236531 A1 US 2016236531A1
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- component
- engaged
- elongated
- engagement
- wood
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B60—VEHICLES IN GENERAL
- B60G—VEHICLE SUSPENSION ARRANGEMENTS
- B60G15/00—Resilient suspensions characterised by arrangement, location or type of combined spring and vibration damper, e.g. telescopic type
- B60G15/02—Resilient suspensions characterised by arrangement, location or type of combined spring and vibration damper, e.g. telescopic type having mechanical spring
- B60G15/06—Resilient suspensions characterised by arrangement, location or type of combined spring and vibration damper, e.g. telescopic type having mechanical spring and fluid damper
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B27—WORKING OR PRESERVING WOOD OR SIMILAR MATERIAL; NAILING OR STAPLING MACHINES IN GENERAL
- B27L—REMOVING BARK OR VESTIGES OF BRANCHES; SPLITTING WOOD; MANUFACTURE OF VENEER, WOODEN STICKS, WOOD SHAVINGS, WOOD FIBRES OR WOOD POWDER
- B27L7/00—Arrangements for splitting wood
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B60—VEHICLES IN GENERAL
- B60G—VEHICLE SUSPENSION ARRANGEMENTS
- B60G11/00—Resilient suspensions characterised by arrangement, location or kind of springs
- B60G11/02—Resilient suspensions characterised by arrangement, location or kind of springs having leaf springs only
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- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D19/00—Structural or constructional details of bridges
Abstract
Provided is a wood splitter having a support element, a first elongated element, a second elongated element, and wood splitting components. A support element may be a first elongated element and a second elongated element engaged to the first elongated element. The first elongated element may be subject to a first pre-stress load. The first pre-stress load may be a first moment. The second elongated element may be engaged to the first elongated element and may be subject to a second pre-stress load. Wood splitting components may be engaged with at least one of a first elongated element or a second elongated element, may be adapted to operate to split wood, and may be adapted to apply an operational load during operation to the first elongated element. The operational load may at least partially relax the first moment.
Description
- This application is a divisional of U.S. Ser. No. 13/706,934, titled SUPPORT ELEMENT, filed on Dec. 6, 2012, which is incorporated herein by reference, and which is a divisional of U.S. Ser. No. 12/619,017, titled SUPPORT ELEMENT, filed Nov. 16, 2009, which is incorporated herein by reference, and which claims priority to U.S. Ser. No. 61/116,316, titled WOOD SPLITTER, filed Nov. 20, 2008, which is incorporated herein by reference.
- Provided is a support element. More specifically, provided is a support element comprising components having pre-stressed elements that relax during loading of the support element. Further provided are machines, mechanisms, and frames comprising a support element.
- Machines, mechanisms, and frames are very common. It is also common for the support elements of machines, mechanisms, and frames to be exposed to substantial loads. Exposure to substantial loads militate the support elements of machines, mechanisms, and frames be capable of withstanding substantial loads without mechanical failure.
- Unless otherwise noted, as it is used herein, “mechanical failure” is any sort of deformation, including but not limited to, breakage, bending, twisting, fracture, yielding, buckling, necking, or cracking, that substantially diminishes the capability of a support element to perform the function desired of it. Not all deformation is mechanical failure; some elastic deformation is unavoidable and some elastic deformation is to be expected during loading of any real support element.
- For a support element formed of a given material, the capacity to withstand a given load is a function of, among other factors, the cross-sectional area of the load bearing element.
- One common way to increase the capacity of the loads that a support element can withstand without mechanical failure is to increase the cross-sectional area of the load bearing element by increasing the size of the support element.
- Increasing the size of a support element often adds cost. It remains desirable to provide relatively inexpensive support element which are capable of withstanding large loads without mechanical failure.
- This Summary is provided to introduce a selection of concepts in a simplified form that are further described below in the Detailed Description. This Summary is not intended to identify key factors or essential features of the claimed subject matter, nor is it intended to be used to limit the scope of the claimed subject matter.
- Provided is a wood splitter. A wood splitter may comprise a support element, a first elongated element, a second elongated element, and wood splitting components. A support element may comprise a first elongated element and a second elongated element engaged to said first elongated element. The a first elongated element may be subject to a first pre-stress load. The first pre-stress load may comprise a first moment. The a second elongated element may be engaged to the first elongated element and may be subject to a second pre-stress load. Wood splitting components may be engaged with at least one of a first elongated element or a second elongated element, may be adapted to operate to split wood, and may be adapted to apply an operational load during operation to the first elongated element. The operational load may at least partially relax the first moment.
- Further provided is a vehicle suspension. A vehicle suspension may comprise a support member engaged with a vehicle, a first component engaged to said support member, a second component engaged to said first component, and wherein, during operation of said vehicle, said vehicle is adapted to apply an operational load to the first component, and wherein said operational load at least partially relaxes the first moment. A first component may comprise a first elongated beam adapted to undergo substantial deflection in a substantially elastic manner, a first engagement element, and a third engagement element. The first component may be subject to a first pre-stress load, wherein the first pre-stress load comprises a first moment and wherein said first moment tends to bend the first elongated beam into an arcuate form. The second component may comprise a second elongated beam adapted to undergo substantial deflection in a substantially elastic manner, a second engagement element, engaged to the first engagement element by a first connection, and a fourth engagement element, engaged to the third engagement element by a second connection. The second component may be subject to a second pre-stress load.
- Further provided is a bridge for supporting traffic. The bridge may comprise a first component, and a second component engaged to said first component. The first component may comprise a first elongated beam adapted to undergo substantial deflection in a substantially elastic manner a first engagement element, and a third engagement element. The first component may be subject to a first pre-stress load, wherein the first pre-stress load comprises a first moment, and wherein the first moment tends to bend the first elongated beam into an arcuate form. The second component may comprise a second elongated beam adapted to undergo substantial deflection in a substantially elastic manner, a second engagement element, engaged to the first engagement element by a first connection, and a fourth engagement element, engaged to the third engagement element by a second connection. The second component may be subject to a second pre-stress load. During loading of the bridge by traffic, an operational load may be applied to the first component. The operational load may at least partially relax the first moment.
- To the accomplishment of the foregoing and related ends, the following description and annexed drawings set forth certain illustrative aspects and implementations. These are indicative of but a few of the various ways in which one or more aspects may be employed. Other aspects, advantages and novel features of the disclosure will become apparent from the following detailed description when considered in conjunction with the annexed drawings.
- What is disclosed herein may take physical form in certain parts and arrangement of parts, and will be described in detail in this specification and illustrated in the accompanying drawings which form a part hereof and wherein:
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FIG. 1 shows a side view of a portion of a wood splitter. -
FIG. 2 shows an end view of a portion of a wood splitter. -
FIG. 3 shows a side elevation of a wood splitter with an adapter. -
FIG. 4 shows a cross-section of a portion of an adapter. -
FIG. 5 shows a side view of a portion of a wood splitter with an adapter. -
FIG. 6 shows an elongated connecting member. -
FIG. 7 shows a perspective view of a cross-section of a portion of an adapter. -
FIG. 8 shows a front view of one implementation of a support member. -
FIG. 9 shows a front view of another implementation of a support member. -
FIG. 10 shows a front view of another implementation of a support member. -
FIG. 11 shows a front view of another implementation of a support member. - The claimed subject matter is now described with reference to the drawings, wherein like reference numerals are generally used to refer to like elements throughout. In the following description, for purposes of explanation, numerous specific details are set forth in order to provide a thorough understanding of the claimed subject matter. It may be evident, however, that the claimed subject matter may be practiced without these specific details. In other instances, structures and devices may be shown in block diagram form in order to facilitate describing the claimed subject matter.
- Machines, mechanisms, and frames may include any sort of machines, mechanisms, and frames. Without limitation, the category of machines, mechanisms, and frames comprises wood splitters, mechanical clocks, vehicle suspensions, and bridges. As used herein, unless otherwise noted, the elements of machines, mechanisms, and frames that are adapted to support loads as part of their function are “support elements”.
- The support elements of machines, mechanisms, and frames may be subject to substantial loads. Substantial loads to which they are subject militate that the support elements be capable of withstanding substantial loads without mechanical failure.
- As used herein a load may comprise, a compressive force, a tensile force, a shear force, a positive moment, a negative moment, a twist, and combinations thereof. Support elements may be subject to many kinds of loads including, without limitation, those comprising a compressive force, a tensile force, a shear force, a positive moment, a negative moment, a twist, and combinations thereof.
- Without limitation, a support element may be comprised of cast components, extruded components, injection molded components, forged components, and combinations thereof. A support element may be comprised of metals, ceramics, polymers, cementitious materials, glasses, or other materials. Metals may comprise iron, iron alloys, steel alloys, stainless steel alloys, aluminum, aluminum alloys, bronze alloys, brass alloys, copper, copper alloys, and combinations thereof.
- In certain implementations support elements comprise members selected from the group comprising I-beams, square beams, rectangular beams, channels, angles, plates, tubes, straps, rods, and combinations thereof. A support element may comprise materials selected from the group comprising metal, wood, concrete, polymers, and combinations thereof. In certain implementations, a support element comprises steel materials.
- Many common engineering components have no or very little residual stress in their rest state. Unless otherwise noted, as used herein “rest state” will refer to the state of a support element in a machine, mechanism, or frame, such as, without limitation, a wood splitter, bridge or suspension, and its sub-components when the machine, mechanism, or frame is not in operation, use, or under a load. By way of comparison when a machine, mechanism, or frame, such as, without limitation, a wood splitter, bridge or suspension, is in operation, use, or under a load, operational loads or dynamic loads may appear in a support element of the machine, mechanism, or frame that are absent at the rest state.
- It is possible to pre-stress components such that they bear a substantial amount of stress while in their rest state. This can be done by means including but not limited to, engaging a first stressed component to one or more other components such that the first stressed component is prevented from relaxing by the other components. In first non-limiting example, an arced component, that is, a component which is arcuate when fully relaxed, may be elastically deformed and engaged to a flat component such that at least some of the elastic deformation of the arced component is prevented from relaxing by the engagement. In second non-limiting example, a rod may be engaged with a tube such that the rod is in tension and the tube is in compression. In this second example, both the rod and the tube become pre-stressed components by the described arrangement.
- Engagement of components may be by any acceptable engineering means. Acceptable means include, but are not limited to, welding, bolting, pinning, and brazing. Acceptable means may also include engagement by means of pre-stress loads as described here below.
- It is not unusual for pre-stressed components to be engaged with other pre-stressed components or to induce stress in components with which they are engaged. In certain implementations the pre-stress in pre-stressed components are reactions to pre-stress in other pre-stressed components. A pre-stress created by reaction will be of substantially the same magnitude but opposed to pre-stress creating it. In one non-limiting example, a compressive pre-stress of 3 kN in a concrete slab may be created by a tensile pre-stress of 3 kN in a tensioning cable. Because different materials have different material properties, including but not limited to different tensile strengths, different compressive strengths, and different shear strengths, in certain implementations one or more pre-stressed components can provide the desired performance properties more cheaply than one or more non-pre-stressed components.
- Pre-stressed components may be used in support members to withstand greater loading than would larger and/or more expensive, non-pre-stressed components. In one non-limiting example, given an engineering requirement that an acceptable component not yield during operation and an operational load of 250 kN in tension, a non-pre-stressed component formed of material with a yield strength of 250 MPa would have to have a minimum cross-section of 10 cm2 to withstand the operational load acceptably. By way of comparison, in a second non-limiting example, given the same engineering requirement that an acceptable component not yield during operation and the same operational load of 250 kN in tension, a pre-stressed component having a compressive preload of 125 kN and formed of the same material, would have to have a minimum cross-section of 5 cm2, half the area of the non-pre-stressed component, to withstand the operational load acceptably.
- As noted above, wood splitters are machines which may comprise a support element. Wood splitters are common tree-product processing machines. A wood splitter is a collection of components that operate to split wood. The wood can comprise logs or tree trunks or branches or other wood to be split for firewood or fence rails or some other purpose. The loads used in wood splitting operations can be quite large. It is not unusual for wood splitters to apply loads in excess of 30 tons. Large loads militate the support elements of a wood splitter be capable of withstanding large loads without mechanical failure.
- Wood splitters typically have a predetermined limit to the length of the piece to be split. Because rails are typically substantially longer than pieces of firewood, log splitters sometimes have a predetermined limit to the length of the piece to be split which is much shorter than that typical to rail splitters. A wood splitter may include an adapter to allow a reciprocating wood splitter to be used for splitting pieces of wood such as, without limitation, rails which are longer than the existing stroke length.
- Referring now to
FIGS. 1-7 ,FIG. 1 shows awood splitter 10 engaged with asupport element 20. Thewood splitter 10 comprises wood splitting components comprising, without limitation, awedge 12 and apush plate 14. Thesupport element 20 comprises a firstelongated element 22 and a secondelongated element 26. Without limitation, thewedge 12 may be engaged with the firstelongated element 22 by aweld 13. Other means for engaging components, such as mechanical fasteners, or brazing, may also be acceptable. Thepush plate 14 is slidably engaged with the firstelongated element 22. Thepush plate 14 comprises anengagement feature 16 by which loads may be applied by amotion imparting element 50 in order to slide thepush plate 14 toward thewedge 12, optionally, along with wood to be split (not shown) therebetween. Amotion imparting element 50 may comprise astatic element 55 and adynamic element 57, where thedynamic element 57 moves with respect to thestatic element 55. A motion imparting element may comprise a member selected from the group consisting of a hydraulic press, a pneumatic press, a screw, a motor, and an engine. In certain implementations, theengagement feature 16 may comprise a hole, a pin, a shaft, a flange, a plate, an abutment, or a key. - A support element can support or engage directly or indirectly other elements of the wood splitter. In certain non-limiting implementations, a wood splitter may comprise a
support element 20 which holds awood splitting wedge 12 in a desired position relative to amotion imparting element 50. In general, asupport element 20 such as the one shown inFIG. 1 , may be designed to withstand compressive, tensile, and/or shear loads equal to or greater than those expected during operation of thewood splitter 10. - A
push plate 14 may be any component which can load wood pieces to be split against thewedge 12. Thepush plate 14 is not limited to planar or substantially planar components. In certain implementations thepush plate 14 may comprise a plate, a wedge, a cone, a pyramid, or combinations thereof. - The force required to split the wood (not shown) will deliver equivalent reaction forces to the
wedge 12 and to thepush plate 14. That is, whatever force is applied to the wood (not shown) as thepush plate 14 and thewedge 12 are forced together, an equivalent opposing force is applied by the wood (not shown) to thewedge 12 and thepush plate 14. Stated another way, in operation, thepush plate 14 and thewedge 12 act to do positive work on the wood (not shown) while the wood (not shown) does negative work on thepush plate 14 and thewedge 12. Accordingly, thewedge 12 and thepush plate 14 must be engaged to some form of guide or frame or structure orsupport element 20 capable of holding thewedge 12 and thepush plate 14 substantially in place or moving them against the forces applied to them during operation of thewood splitter 10. In certain implementations thewood splitter 10 comprises asupport element 20 adapted to hold some of the components comprising thewood splitter 10 substantially in place relative to one another. In certain implementations thewedge 12 and thepush plate 14 are engaged to asupport element 20 to hold thewedge 12 and thepush plate 14 substantially in place relative to one another against the forces applied to them during operation of thewood splitter 10. - Without limitation, an example of operational forces in a mechanized device are the operational loads which are exerted on the
wedge 12 and pushplate 14 of awood splitter 10 during operation. -
FIG. 2 shows awood splitter 10 engaged with asupport element 20. Thesupport element 20 comprises a firstelongated element 22 and a secondelongated element 26. Without limitation, firstelongated element 22 and a secondelongated element 26 may be engaged by a weld 24. A corresponding weld (not shown) may engage the other ends of the firstelongated element 22 and a secondelongated element 26. As noted above, other engagement means in the alternative to or in combination with welds may be equally acceptable. In certain implementations, a first elongated element may be subject to a substantial pre-stress load. In the implementations shown, without limitation, the firstelongated element 22 is arcuate when full relaxed but is pulled into a flatter, pre-stressed state by engagement with secondelongated element 26. In the orientation in which it is shown, the relaxed state of the firstelongated element 22 is concave downward. In certain implementations, without limitation, the firstelongated element 22 may be subject to a pre-stress load comprising a moment. In certain implementations, without limitation, the firstelongated element 22 may be subject to a pre-stress load comprising a moment in excess of 1 kN-m, in excess of 5 kN-m, in excess of 10 kN-m, or in excess of 20 kN-m. - During operation, the first
elongated element 22 will be subjected to operational loading opposite that of its pre-stress loading. That is, thewedge 12 and thepush plate 14, being above thesupport element 20 will be subject to forces which will apply a negative moment to thesupport element 20. The negative moment will tend to bend thesupport element 20 in a downward concave curve. That is, the addition of the operational loading to thesupport element 20 will cause the firstelongated element 22 to relax into a shape more similar to that of its fully relaxed arcuate concave downward shape. That is, during conventional operation, as the other elements of the wood splitter assembly such as, without limitation, secondelongated element 26 are subjected to operational loads during operation, the net stress in the firstelongated element 22 will be reduced. -
FIGS. 3-7 show awood splitter adapter 30. The wood splitter adapter comprises an elongated mountingbracket 36, adeck 34, an elongated connectingmember 40, discrete connection points 44, and asecondary push plate 32. In certain implementations, the elongated mountingbracket 36 may be engageable to asupport element 20 of a wood splitter. In certain implementations, the elongated mountingbracket 36 may be engaged to thesupport member 20 such that the axis of elongation of the elongated mountingbracket 36 is parallel to one or more of the axes of elongation of the firstelongated element 22 and a secondelongated element 26 comprisingsupport member 20. In certain implementations,deck 34 may be engaged to asecondary push plate 32 by welding, bolting, brazing, or any other acceptable engagement method. In certain implementations,deck 34 may be slidably engaged with the elongated mountingbracket 36. In certain implementations,deck 34 may be adapted to slide along an axis parallel to the axis of elongation of the elongated mountingbracket 36. In certain implementations, the elongated connectingmember 40 may comprise afirst end 40 a adapted for engagement with theprimary push plate 14 and a plurality of discrete connection points 44. In certain implementations, the elongated connectingmember 40 may be slidably engaged withdeck 34. In certain implementations the plurality of discrete connection points 44 are each adapted to engage with anengagement feature 33 ofdeck 34. In certain implementations, the engagement of elongated connectingmember 40 withdeck 34 may be selectable between a slidably engaged state or a releaseably fixed state by the selective engagement of any of a plurality of discrete connection points 44 with theengagement feature 33. Selective engagement of any of a plurality of discrete connection points 44 with theengagement feature 33. - With continued reference to
FIGS. 3-7 , in one implementation, without limitation, awood splitter adapter 30 allows awood splitter 10 to be used to fully split elongated pieces of wood (not shown) that are longer than the stroke length of thewood splitter 10 along the elongated axis (not shown) of the wood piece (not shown). In one implementation, without limitation, awood splitter adapter 30 comprises an adjustablesecondary push plate 32 engageable to the existing orprimary push plate 14. Thesecondary push plate 32 may be engaged to the existing orprimary push plate 14 with an elongated connectingmember 40. The elongated connectingmember 40 may comprise afirst end 40 a adapted for engagement with theprimary push plate 14. The elongated connectingmember 40 has a plurality of discrete connection points 44 that allow adjustable engagement between the elongated connectingmember 40 and theengagement feature 33. In certain implementations adjustable engagement between the elongated connectingmember 40 and theengagement feature 33 may allow the distance between thefirst end 40 a of the elongated connectingmember 40 and thesecondary push plate 32 to be selected among a plurality of discrete distances. In certain implementations the discrete connection points 44 comprise adaptations for engagement with mechanical fasteners. The mechanical fasteners may comprise pins, bolts, keys, nuts, clips, clamps, and other mechanical fasteners. The adaptations for engagement with mechanical fasteners may comprise holes for accepting pins, holes for accepting bolts, keyways, shafts, threads, or other adaptations. The discrete connection points 44 may be spaced apart by adistance 46 equal to or less than that of the existing stroke length of thewood splitter 10 making at least some of the above-referenced plurality of discrete distances differ by amounts equal to or less than that of the existing stroke length of thewood splitter 10. - Selection of a first
discrete connection point 44 allows the adjustablesecondary push plate 32 to be located a sufficient distance from thewedge 12 to accommodate pieces of wood of the desired length. In operation thewood splitter 10 drives theprimary push plate 14, and, by engagement, thesecondary push plate 32 some distance closer to thewedge 12 where the distance is equal to or shorter than the existing stroke length of thewood splitter 10. The apparatus described in this implementation can be operated so that there are a plurality of discrete connection points 44 in the region defined by the stroke length. This apparatus may be adapted to perform a cycle comprising the steps of 1) movingprimary push plate 14 and, thereby, moving the engaged adapter,secondary push plate 32, and the associated wood piece closer to thewedge 12, 2) breaking the connection at adiscrete connection point 44 between the elongated connectingmember 40 and theprimary push plate 14, 3) moving theprimary push plate 14 to a location further from thewedge 12 and closer to thesecondary push plate 32, 4) establishing a connection at anotherdiscrete connection point 44 between the elongated connectingmember 40 and theprimary push plate 14. - As noted above, it is also possible to engage components by means of pre-stress forces. In certain non-limiting implementations, at least one capturable component and at least one captured component are engaged in such a way that at least one of the components must be stretched, stressed, deformed, loaded, or have further energy of deformation somehow added to the component in order to disengage the components. In some implementations at least one of the components is stretched, stressed, deformed, or otherwise loaded such that it contains energy of deformation and is held in the stretched, stressed, deformed, or otherwise loaded state by one or more other components.
- Referring now to
FIGS. 8-9 , in certain implementations, and without limitation, asupport member first component second component First component FIGS. 8-9 ,first component first beam first engagement element Second component first component first component second component first component first component second component first component second component first component second component - In certain implementations, such as, without limitation, that shown in
FIGS. 8-9 ,second component second beam second engagement element FIG. 8 , and without limitation, thefirst engagement element 85 may comprise a pin or a shaft andsecond engagement element 86 may comprise a socket, opening, or other geometry adapted to accept thefirst engagement element 85. As shown inFIG. 9 , and without limitation, thefirst engagement element 85 may comprise socket, opening, or other geometry adapted to accept a pin, shaft or other mechanical fastener (not shown) andsecond engagement element 86 may comprise a socket, opening, or other geometry adapted to accept a pin, shaft or other mechanical fastener (not shown). - In certain implementations, the
second engagement element 86 may comprise a flange orother geometry 861 to produce a counter-force in response to the reaction force from 81 and thereby to resist the release or relaxation of thefirst component 81. In certain implementations, a flange orother geometry 861 is adapted to produce a counter-force only up to some limit and thereby to resist the release or relaxation of thefirst component 81 only up to that limit and, in the event that the forces from 81 exceed the limit, to allow 81 to become loose, escape capture, or spring free. - In certain implementations, without limitation, the
first engagement element 85 and thesecond engagement element 86 may be engaged to one another by one or more connection methods. Connection methods may comprise pinned connections, fixed connections, roller connections, and other form of connection. A pinned connection provides reaction forces to substantially resist translation of thefirst engagement element 85 and thesecond engagement element 86 with respect to one another, but allow or produce small resistance to thefirst engagement element 85 and thesecond engagement element 86 to rotate with respect to one another. A fixed connection provides reaction forces to substantially resist translation of thefirst engagement element 85 and thesecond engagement element 86 with respect to one another, and also provides reaction forces to substantially resist rotation of thefirst engagement element 85 and thesecond engagement element 86 with respect to one another. A roller connection may provide reaction forces to substantially resist translation in one or more constrained directions of thefirst engagement element 85 and thesecond engagement element 86 with respect to one another, but allows or produce small resistance to thefirst engagement element 85 and thesecond engagement element 86 to rotate with respect to one another and to translate with respect to one another in one or more non-constrained directions. - Each of these connection methods can have performance characteristics, like all elements permitted to move with respect to one another, defined by the materials and/or by appropriate selection of bearing components. Bearing components may include, without limitation, frictionless bearings, journal bearings, slide bearings, or other friction modifying components or materials.
- In certain implementations, the
first component 81 comprises more than one of thefirst engagement elements second component 82 comprises more than one of thesecond engagement elements - Referring now to
FIG. 10 , in certain implementations, asupport member 101 may be used as part of asuspension 100 in avehicle 109. Without limitation, asuspension 100 may be connected to avehicle 109 bysaddle 102 providing compliant engagement geometry between thesupport member 101 and thevehicle 109. In certain implementations, asaddle 102 comprises hard rubber, synthetic rubber, other polymers, leather, or other materials selected to provide the desired engagement between thevehicle 109 and thesupport member 101. - A
support member 101 may comprise afirst component 104 and asecond component 105.First component 104 may be elastically deflectable such that it has some of the properties of a spring. In certain implementations, such as, without limitation, that shown inFIG. 10 ,first component 104 comprises a firstelongated beam 104 a adapted to undergo substantial deflection in a substantially elastic manner and afirst engagement element 104 b.Second component 105 is adapted to subject saidfirst component 104 to a pre-stress load and to hold saidfirst component 104 in a deflected position. In certain implementations, the pre-stress load to which thefirst component 104 is subjected to comprises a first moment. In certain implementations,first component 104 is adapted to subject saidsecond component 105 to a pre-stress and to hold saidsecond component 105 in a deflected position. Engagement is made by deflecting thefirst component 104 to produce a reaction force and capturing thefirst component 104 with asecond component 105 such that either thefirst component 104 or thesecond component 105 must be further loaded or otherwise acted upon in order to disengage thefirst component 104 from thesecond component 105. In certain implementations, such as, without limitation, that shown inFIG. 10 ,second component 105 comprises a secondelongated beam 105 a and asecond engagement element 105 b. Without limitation, thefirst engagement element 104 b and thesecond engagement element 105 b may engage one another to comprise a pinned connection, a fixed connection, or other form of connection. In some implementations, in certain implementations, such as, without limitation, that shown inFIG. 10 ,first component 104 further comprises athird engagement element 104 c andsecond component 105 comprises afourth engagement element 105 c. Without limitation, thethird engagement element 104 c andfourth engagement element 105 c may engage one another to comprise a pinned connection, a fixed connection, or other form of connection. - Without limitation, a
suspension 100 may comprise one ormore dampers 103. Adamper 103 may comprise a conventional shock absorber, a visco-elastic damper, a hysteretic damper, or any other sort of device that acts to dampen vibratory motion. As shown inFIG. 10 , adamper 103, may by an elongated damper engaged with thesupport member 101 and one or more offirst component 104 and asecond component 105. - Referring now to
FIG. 11 , in certain implementations, a support member 111 may be used as part of abridge 110. Without limitation, abridge 110 may be engaged to afoundation 112. In certain implementations, abridge 110 may be engaged to afoundation 112 by a fixed connection, a pinned connection, a roller connection, or by another connection. - A support member 111 may comprise a
first component 113 and asecond component 114.First component 113 may be elastically deflectable such that it has some of the properties of a spring, where elasticity has the traditional engineering meaning of having an ability to resist applied stress and return to an original shape or size when stress is removed; and where deflection has the traditional engineering meaning of the degree to which a structural element is displaced under a stress or load. Therefore, in this example, thefirst component 113 being elastically deflectable may mean that it has the ability to resist applied stress or load in the amount and direction of the deflection, and return to its original shape and/or size when the stress or load is removed in the amount and direction of deflection. In certain implementations, such as, without limitation, that as shown inFIG. 11 ,first component 113 comprises a firstelongated beam 113 a adapted to undergo substantial deflection in a substantially elastic manner and afirst engagement element 113 b.Second component 114 is adapted to holdfirst component 113 in a deflected position. In certain implementations,first component 113 is adapted to holdsecond component 114 in a deflected position. In this way, in one implementation, as described above, an appropriate load, that will overcome the elasticity of thebeam 113 a, can be applied to the firstelongated beam 113 a, causing thebeam 113 a to deflect (e.g., resulting in a reduced clear span of the arc). Engagement is made by deflecting thefirst component 113 to produce a reaction force (e.g., stress against the elasticity of thefirst component 113, or pre-stress once engaged) and capturing thefirst component 113 with asecond component 114 such that either thefirst component 113 or thesecond component 114 must be further loaded or otherwise acted upon in order to disengage thefirst component 113 from thesecond component 114. In certain implementations, such as, without limitation, that shown inFIG. 11 ,second component 114 comprises a secondelongated beam 114 a and asecond engagement element 114 b. Without limitation, thefirst engagement element 113 b and thesecond engagement element 114 b may engage one another to comprise a pinned connection, a fixed connection, or other form of connection. - As shown in
FIG. 11 , thefirst component 113 is subjected to pre-stressing negative moment by engagement withsecond component 114. That is, for example, with continued reference toFIGS. 8 and 9 , the firstelongated beam 113 a may be subjected to a negative load (e.g., stress in an opposite direction of expected load during use/operation), where the negative load is sufficient to overcome the elasticity of thebeam 113 a. In this example, application of the negative loaded can result in deflection of thearcuate beam 113 a in the direction of the applied negative load. As described above, when negative load is applied to an arcuate beam, the length of the clear span (e.g., the distance between the end points of the arc) is reduced. In this example, the reduced clear span allows the end points, comprising thefirst engagement element 113 b, to be engaged with the second engagement element(s) 114 b disposed on thesecond component 114. Further, in this example, the distance between the second engagement element(s) 114 b is less than the distance between the first engagement element(s) 113 b of thefirst component 113. Therefore, when a sufficient negative load is applied to the firstelongated beam 113 a, and the first engagement element(s) 113 b of thefirst component 113 are engaged (e.g., as described above inFIGS. 8 and 9 ) with the second engagement element(s) 114 b, disposed on thesecond component 114, the firstelongated beam 113 a should remain under the stress of the negative load, thereby creating a pre-stressed condition for the first component. Similarly, in this example, once the first component is engaged with thesecond component 114, the second component will be disposed in a pre-stressed condition, resulting from the stress applied from the first component, attempting to elastically return to its restful state (e.g., arcuate beam). It will be appreciated that the dimensions of, and/or materials used for, the first andsecond components first component 113 may reduce a size (e.g., cross-section surface area) of the firstelongated beam 113 a. Further, a steel beam may be able to sustain a greater expected load than a wood beam of similar size. Additionally, a length of the span of a bridge utilizing the systems described herein will dictate the dimensions of and/or material used for the bridge. That is, for example, a short span may merely utilize a single set of first andsecond components 113, 144 so engaged, as inFIGS. 8, 9, and 11 ; while a larger span may utilize a plurality of such sets ofcomponents - Without limitation, a
bridge 110 may further comprise adeck 115 adapted to support traffic thereupon. Adeck 115 may be adapted to support pedestrian traffic, vehicle traffic, animal traffic or other sorts of traffic. In some implementations, thedeck 115 may comprise meshwork. Adeck 115 may be engaged to a bridge by engaging it with thefirst component 113. In certain implementations, the deck is engaged tofirst component 113 by suspending or hanging thedeck 115 therefrom with one ormore suspension elements 116.Suspension elements 116 may comprise cables, wires, rods, straps, ropes, links, bars, or other components. By engagingdeck 115 to thefirst component 113, a downward load on the deck, such as from traffic borne thereupon, may subject thefirst component 113 to a positive moment. A positive moment will counteract, at least partially, the above noted pre-stress infirst component 113. Accordingly, a downward load on the deck may reduce the stress infirst component 113. - While the support element has been described above in connection with certain implementations, it is to be understood that other implementations may be used or modifications and additions may be made to the described implementations for performing the same function of the support element without deviating therefrom. Further, all implementations disclosed are not necessarily in the alternative, as various implementations may be combined to provide the desired characteristics. Variations can be made by one having ordinary skill in the art without departing from the spirit and scope of the support element. Therefore, the support element should not be limited to any single implementation, but rather construed in breadth and scope in accordance with the recitation of the attached claims.
- The word “exemplary” is used herein to mean serving as an example, instance or illustration. Any aspect or design described herein as “exemplary” is not necessarily to be construed as advantageous over other aspects or designs. Rather, use of the word exemplary is intended to present concepts in a concrete fashion. As used in this application, the term “or” is intended to mean an inclusive “or” rather than an exclusive “or.” That is, unless specified otherwise, or clear from context, “X employs A or B” is intended to mean any of the natural inclusive permutations. That is, if X employs A; X employs B; or X employs both A and B, then “X employs A or B” is satisfied under any of the foregoing instances. Further, at least one of A and B and/or the like generally means A or B or both A and B. In addition, the articles “a” and “an” as used in this application and the appended claims may generally be construed to mean “one or more” unless specified otherwise or clear from context to be directed to a singular form.
- Although the subject matter has been described in language specific to structural features and/or methodological acts, it is to be understood that the subject matter defined in the appended claims is not necessarily limited to the specific features or acts described above. Rather, the specific features and acts described above are disclosed as example forms of implementing the claims. Reference throughout this specification to “one implementation” or “an implementation” means that a particular feature, structure, or characteristic described in connection with the implementation is included in at least one implementation. Thus, the appearances of the phrases “in one implementation” or “in an implementation” in various places throughout this specification are not necessarily all referring to the same implementation. Furthermore, the particular features, structures, or characteristics may be combined in any suitable manner in one or more implementations. Of course, those skilled in the art will recognize many modifications may be made to this configuration without departing from the scope or spirit of the claimed subject matter.
- Also, although the disclosure has been shown and described with respect to one or more implementations, equivalent alterations and modifications will occur to others skilled in the art based upon a reading and understanding of this specification and the annexed drawings. The disclosure includes all such modifications and alterations and is limited only by the scope of the following claims. In particular regard to the various functions performed by the above described components (e.g., elements, resources, etc.), the terms used to describe such components are intended to correspond, unless otherwise indicated, to any component which performs the specified function of the described component (e.g., that is functionally equivalent), even though not structurally equivalent to the disclosed structure which performs the function in the herein illustrated exemplary implementations of the disclosure.
- In addition, while a particular feature of the disclosure may have been disclosed with respect to only one of several implementations, such feature may be combined with one or more other features of the other implementations as may be desired and advantageous for any given or particular application. Furthermore, to the extent that the terms “includes,” “having,” “has,” “with,” or variants thereof are used in either the detailed description or the claims, such terms are intended to be inclusive in a manner similar to the term “comprising.”
Claims (3)
1. A vehicle suspension comprising,
a support member engaged with a vehicle,
a first component engaged to said support member, said first component comprising:
a first elongated beam adapted to undergo substantial deflection in a substantially elastic manner;
a first engagement element; and
a third engagement element;
wherein said first component is subject to a first pre-stress load, wherein said first pre-stress load comprises a first moment, wherein said first moment tends to bend said first elongated beam into an arcuate form;
a second component engaged to said first component, said second component comprising:
a second elongated beam adapted to undergo substantial deflection in a substantially elastic manner;
a second engagement element, engaged to said first engagement element by a first connection; and
a fourth engagement element, engaged to said third engagement element by a second connection;
wherein said second component is subject to a second pre-stress load; and
wherein, during operation of said vehicle, said vehicle is adapted to apply an operational load to the first component, and wherein said operational load at least partially relaxes the first moment.
2. The vehicle suspension of claim 1 , further comprising an elongated damper, wherein said damper comprises:
a first end engaged with said support member; and
a second end engaged with said first component or said second component.
3. The vehicle suspension of claim 2 , wherein said first connection and said second connection comprise pinned connections.
Priority Applications (1)
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US15/137,638 US20160236531A1 (en) | 2008-11-20 | 2016-04-25 | Support element |
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US13/706,934 US9321318B2 (en) | 2008-11-20 | 2012-12-06 | Support element |
US15/137,638 US20160236531A1 (en) | 2008-11-20 | 2016-04-25 | Support element |
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CN111041978B (en) * | 2019-12-11 | 2021-03-30 | 郑州第二市政建设集团有限公司 | Anti-seismic pier column structure |
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Also Published As
Publication number | Publication date |
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US20100282366A1 (en) | 2010-11-11 |
US9321318B2 (en) | 2016-04-26 |
US8347928B2 (en) | 2013-01-08 |
US20130091640A1 (en) | 2013-04-18 |
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