US3909149A - Hydraulic vibratory compactor - Google Patents

Hydraulic vibratory compactor Download PDF

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US3909149A
US3909149A US441272A US44127274A US3909149A US 3909149 A US3909149 A US 3909149A US 441272 A US441272 A US 441272A US 44127274 A US44127274 A US 44127274A US 3909149 A US3909149 A US 3909149A
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support frame
compaction
blocks
structural
pan
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US441272A
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Bernard A Century
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Allied Steel and Tractor Products Inc
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Allied Steel and Tractor Products Inc
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Assigned to NATIONAL WESTMINSTER BANK USA, A NATIONAL BANKING ASSOCIATION reassignment NATIONAL WESTMINSTER BANK USA, A NATIONAL BANKING ASSOCIATION MORTGAGE (SEE DOCUMENT FOR DETAILS). Assignors: ALLIED STEEL & TRACTOR PRODUCTS, INC., A CORP OF DE.
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    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D9/00Removing sheet piles bulkheads, piles, mould-pipes or other moulds or parts thereof
    • E02D9/02Removing sheet piles bulkheads, piles, mould-pipes or other moulds or parts thereof by withdrawing
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D3/00Improving or preserving soil or rock, e.g. preserving permafrost soil
    • E02D3/02Improving by compacting
    • E02D3/046Improving by compacting by tamping or vibrating, e.g. with auxiliary watering of the soil
    • E02D3/074Vibrating apparatus operating with systems involving rotary unbalanced masses

Definitions

  • ABSTRACT Apphcanon Data A hydraulic vibratory compacting device for use with [63] 'commuauon of 1941674 11 197i a heavy-duty vehicle.
  • the device is given an oscilladbandoned' tory motion by a rotating eccentric weight.
  • the device is coupled to the heavy-duty vehicle by flexible 2? ps. (g1 404/133 mounting made from material having a low modulus 'r f i of elasticity.
  • the mountings are positioned for maxi- 1e 0 earc mum Stability of the compacting device and are able to transmit large bias loads imposed by the heavy-duty [56] References Cned vehicle.
  • Vibratory compacting devices are presently available for use with heavy-duty vehicles.
  • the common form for such devices includes a body having a rotating eccentric weight which generates a vibratory motion of the body for compacting soil. This vibratory motion may also be used for driving piles and other similar tasks. To achieve maximum results with any given vibrating force, an external bias force must be exerted on the device in the operative direction.
  • the vibrating body To achieve such a bias force, the vibrating body must be physically attached to the supporting heavy-duty vehicle. Thus, it has been found necessary to provide a support structure and a flexible coupling device to act between the heavy-duty vehicle and the vibrating body to transmit the desired bias forces without transmitting the vibratory forces from the body.
  • the flexible coupling devices which have been employed have had a relatively high spring modulus for the flexible member.
  • This high modulus has been required to overcome the inherent instability of the vibratory compaction body relative to the supporting heavy-duty vehicle.
  • This high spring modulus requirement is of great disadvantage because the resulting assembly readily transmits the vibrational energy to the supporting heavy-duty vehicle. This is undesirable because less energy is then available for compaction and because the vibrations transmitted can have a detrimental effect on the supporting heavy-duty vehicle and its operator.
  • a major feature promoting instability of the vibrating compaction bodies is that the flexible coupling devices have heretofore been mounted above the compaction body. This puts the coupling device some distance from the impact surface of the compactor which in turn provides an excessive operating moment through which unstabilizing loads at the compaction surface can act. As a result greater torque loads must be overcome at the flexible support coupling and stiffer material (.r configurations must be employed.
  • the present invention is an improved vibratory compaction device.
  • the improvements relates to the structural means for supporting the vibratory compaction body.
  • Blocks of material having a comparatively low modulus of elasticity such as soft rubber are mounted on the sides of the vibrating compaction body.
  • a rigid structural unit is attached to all of these flexible blocks and rises in a U-shaped configuration to avoid'the vibratory compaction body and provide for rigid attachment to the heavy-duty vehicle above the compaction body.
  • These blocks or flexible mounts are located about rather than above the vibratory compaction body to provide maximum stability and support. Because the mounts are positioned low and to the outside of the vibratory compaction body, the moment through which unstabilizing forces can act to disturb the vibrating compaction body is reduced thus reducing the requirement for rigid support.
  • the operative moment of the system of mounts is increased which in turn further reduces the requirement for rigid stabilizing restraints. Also by locating the mounts at maximum practical distances from each other about the vibrating compaction body, greater stability is effected for supporting all portions of the compaction body.
  • This novel mounting configuration by reducing the rigidity requirements for stabilization, makes possible the use of materials having a low modulus of elasticity. As a result, the amount of vibrational energy lost from the vibratory compaction unit and transmitted to the heavy-duty vehicle is greatly reduced.
  • An included feature of the present invention is the integral means for stopping the travel of the compaction body to prevent themountings from exceeding their elastic limit.
  • the structural frame is designed to clear the vibratory compaction body by a specific amount which is dependent upon the displacement associated with the elastic limit of the flexible mounting material. This clearance is reduced by distortion of the flexible mounts until the vibratory compaction body comes in contact with the structural support frame and prevents further displacement which would damage the flexible mounts. If the unit is used in a tension mode to extract posts and the like, the vibratory compaction body will be pulled away from the structural support frame. A cable or chain may easily be employed to prevent exccssive displacement of the body from the frame. Because these various stops are rigidly linked to the heavy-duty vehicle, when excessive force is experienced by the device the impact of the compaction body on the stops will be transmitted to the operator as a signal to reduce the forces employed.
  • an improved means for mounting a vibratory compaction body to a heavy-duty vehicle using flexible material having a comparatively low modulus of elasticity incorporates means for preventing excessive travel of the vibratory compaction body and also provides for stability control of the unit.
  • FIG. I is a perspective view of the device mounted on a heavy-duty vehicle.
  • FIG. 2 is a side view of the device.
  • FIG. 3 is a sectioned front view taken along line 3-3 of FIG. 2.
  • FIG. 4 is a perspective view of the device.
  • FIG. 5 is a sectioned view taken along line 3-3 of FIG. 2 and illustrating the device in maximum displacement.
  • FIG. 6 is a front view of the device showing its employment in the tension mode.
  • FIG. .1 illustrates the use of a backhoe as the supporting equipment for the compaction unit.
  • Two holes 16 are placed in each of the coupling plates and 12. These holes 16 are again placed to accommodate the standard backhoe couplings 14.
  • Tie bars 18 and 20 are employed to lock the mounting plate 10 and 12 to the back hoe couplings l4.
  • Pins 22 maintain the tie bars 18 and 20 in position.
  • Collars 24 are welded to plates 10 and 12 for added strength.
  • Pipe 26 is welded to plates 10 and 12 for added strength and rigidity. Pipe 26 also serves as a convenient, centered location for lifting and transporting the device when it is not in use.
  • Plates 10 and 12 are welded to tubular cross members 28 and 30 which traverse the width of the compac tion unit. Plates 10 and 12 must be wide enough that the cross members 28 and-30 will be positioned over the ends of the compaction unit as best shown in FIG. 2.
  • the cross members 28 and 30 are in turn welded to the structural arms 32 which together form a U-shape structural support frame that is clear of the vibratory compaction body and provides four attachment points 34 that are well down on the device and located at the extreme corners.
  • the body of the compaction unit is composed of a base 36 and two parallel side plates 38 and 40. The side plates 38 and 40 are welded or otherwise rigidly attached to the base 36.
  • a hydraulic motor 42 which is driven by the backhoe through lines 44 has a direct drive connection to an eccentric located between the side plates 38 and 40 in the housing 46 shown only in FIG. 4.
  • the motor and eccentric assem bly are further detailed in my US. Pat. No. 3,561,336.
  • a compaction pan 48 is bolted to the base 36.
  • Two tubular members 50 extend through the parallel side plates 38 and 40 and are welded thereto as part of the structure of the vibratory compaction body.
  • An adapter plate 52 is welded to each end of the tubular members 50.
  • the adapter plates 52 provide a means for bolting the flexible mounts 54 to the vibrating compaction unit.
  • the flexible mounts 54 extend horizontally in a direction parallel to the axis of rotation of the eccentric in ,housing 46 and are similarly bolted to the structural arms 32 which form part of the overall structural support frame.
  • the flexible mounts 54 act as springs to isolate the dynamic motions of the vibratory compaction body from the backhoe while providing for the transmission of constant mechanical force exerted by the backhoe on the compaction unit.
  • the mounts 54 each have metallic plates 56 and 58 to which the material having a low modulus of elasticity is bonded. The mounts 54 then form springs which operate in a shearing motion illustrated in FIGS. 3, 5 and 6.
  • the material presently employed for the mounts 54 is rubber.
  • the spring modulus selected for the unit illustrated is 900 pounds/inch per mount or 3,600 pounds/inch for the unit.
  • the optimum spring modulus for any specific embodiment must be emperically determined as it depends upon the weight of the unit, the magnitude of the bias forces required and the speed and weight of the eccentric.
  • the material used for the mounts 54 must be of a low modulus of elasticity such-as is soft natural rubber.
  • Soft natural rubber having a Shore du v rometer hardness of 50 to 60 is most satisfactory form mounting material. This gives a shear modulus of elasticity'around to pounds/sq. inch.
  • the use of materialhaving a low modulus of elasticity is made possibut where practical considerations require, a greater unstabilizing moment distance can be made acceptable by using stiffer mounting material. This will result in a corresponding loss of vibration isolation.
  • the optimum range may be achieved by insuring that the average of the distances from each mount 54 to the center of the unit is at least one-half the average of the normal distances from each mount 54 to the plane of the base surface of the unit.
  • FIG. 5 shows the unit in maximum deformation with the side plate 38 and 40 in contact with the cross members 28 and 30. If the compaction unit is to be used for extracting posts and the like, the flexible mounts 54 may be similarly protected by a pair of cables 60 of the proper length and encircling the tubular members 28 and 50 on each end of the unit to prevent excessive deformation.
  • FIG. 6 shows the unit in a tension mode.
  • a high force producing vibratory compaction device for mounting on a heavy-duty vehicle adapted to impart variable forces and movements to said device, comprising a structural support frame, means for rigidly coupling said support frame to the heavy-duty vehicle,'a body having a generally horizontal compaction pan and means for generating vibratory motion in said body, and means for flexibly mounting said body on said support frame, said structural support frame being positioned above said body and having structuralarms extending down the sides of said'body, said flexible mounting means comprising at least four blocks of material having a low modulus of elasticity extending approximately horizontally in the unstressed condition between saidbody and the lower extremeties of said structural arms to flexibly couple said structural sup port frame to said body with a resultant low spring modulus for minimizing the vibrational forces transmitted to the vehicle, said structural arms being laterally positioned at substantially the extremities of said compaction pan and closely approaching said compaction pan upon the application of normal vertical loading forces on' said frame-by the vehicle, and said blocks being, of a size'and positioned to de

Abstract

A hydraulic vibratory compacting device for use with a heavyduty vehicle. The device is given an oscillatory motion by a rotating eccentric weight. The device is coupled to the heavyduty vehicle by flexible mounting made from material having a low modulus of elasticity. The mountings are positioned for maximum stability of the compacting device and are able to transmit large bias loads imposed by the heavy-duty vehicle. Stops are also provided to insure employment within the proper operating range.

Description

United States Patent 11 1 1 3,909,149
Century 5] Sept. 30, 1975 HYDRAULIC VIBRATORY COMPACTOR 3,635,132 1/1972 Mcllrath et al. 404/133 3,749,506 7/1973 Lance 404/133 [751 Inventor: Bernard Century clevelmd 3 782 845 1 1974 Briggs et a]. 404 133 Heights, Ohio [73] Assignee: Allied Steel & Tractor Products, Primary E.\'aminerMervin Stein Incorporated, Cleveland, Ohio Assistant Examiner-Steven Hawkins [22] Filed: Feb. 11 1974 Attorney, Agent, or FzrmLyon and Lyon [21] Appl. No.: 441,272 ABSTRACT Apphcanon Data A hydraulic vibratory compacting device for use with [63] 'commuauon of 1941674 11 197i a heavy-duty vehicle. The device is given an oscilladbandoned' tory motion by a rotating eccentric weight. The device is coupled to the heavy-duty vehicle by flexible 2? ps. (g1 404/133 mounting made from material having a low modulus 'r f i of elasticity. The mountings are positioned for maxi- 1e 0 earc mum Stability of the compacting device and are able to transmit large bias loads imposed by the heavy-duty [56] References Cned vehicle. Stops are also provided to insure employment UNITED STATES PATENTS within the proper operating range. 3,336,848 8/1967 Moir 404/133 3,603,224 9 1971 Dresher 404/133 5 Clams 6 Drawmg F'gures BACKGROUND OF THE INVENTION Vibratory compacting devices are presently available for use with heavy-duty vehicles. The common form for such devices includes a body having a rotating eccentric weight which generates a vibratory motion of the body for compacting soil. This vibratory motion may also be used for driving piles and other similar tasks. To achieve maximum results with any given vibrating force, an external bias force must be exerted on the device in the operative direction. To achieve such a bias force, the vibrating body must be physically attached to the supporting heavy-duty vehicle. Thus, it has been found necessary to provide a support structure and a flexible coupling device to act between the heavy-duty vehicle and the vibrating body to transmit the desired bias forces without transmitting the vibratory forces from the body.
To date, the flexible coupling devices which have been employed have had a relatively high spring modulus for the flexible member. This high modulus has been required to overcome the inherent instability of the vibratory compaction body relative to the supporting heavy-duty vehicle. This high spring modulus requirement is of great disadvantage because the resulting assembly readily transmits the vibrational energy to the supporting heavy-duty vehicle. This is undesirable because less energy is then available for compaction and because the vibrations transmitted can have a detrimental effect on the supporting heavy-duty vehicle and its operator.
A major feature promoting instability of the vibrating compaction bodies is that the flexible coupling devices have heretofore been mounted above the compaction body. This puts the coupling device some distance from the impact surface of the compactor which in turn provides an excessive operating moment through which unstabilizing loads at the compaction surface can act. As a result greater torque loads must be overcome at the flexible support coupling and stiffer material (.r configurations must be employed.
The location of the flexible couplings above the vibratory compaction body has also made it impossible in many cases to adequately present excessive loads from distorting the flexible coupling devices beyond their elastic limit. Frequent failure of the coupling devices and the associated waste of replacement time and expense has been a problem. As a result, these devices have demanded a particularly well instructed operator to avoid these excessive loading situations.
SUMMARY OF THE INVENTION The present invention is an improved vibratory compaction device. The improvements relates to the structural means for supporting the vibratory compaction body. Blocks of material having a comparatively low modulus of elasticity such as soft rubber are mounted on the sides of the vibrating compaction body. A rigid structural unit is attached to all of these flexible blocks and rises in a U-shaped configuration to avoid'the vibratory compaction body and provide for rigid attachment to the heavy-duty vehicle above the compaction body. These blocks or flexible mounts are located about rather than above the vibratory compaction body to provide maximum stability and support. Because the mounts are positioned low and to the outside of the vibratory compaction body, the moment through which unstabilizing forces can act to disturb the vibrating compaction body is reduced thus reducing the requirement for rigid support. correspondingly the operative moment of the system of mounts is increased which in turn further reduces the requirement for rigid stabilizing restraints. Also by locating the mounts at maximum practical distances from each other about the vibrating compaction body, greater stability is effected for supporting all portions of the compaction body.
This novel mounting configuration, by reducing the rigidity requirements for stabilization, makes possible the use of materials having a low modulus of elasticity. As a result, the amount of vibrational energy lost from the vibratory compaction unit and transmitted to the heavy-duty vehicle is greatly reduced.
An included feature of the present invention is the integral means for stopping the travel of the compaction body to prevent themountings from exceeding their elastic limit. The structural frame is designed to clear the vibratory compaction body by a specific amount which is dependent upon the displacement associated with the elastic limit of the flexible mounting material. This clearance is reduced by distortion of the flexible mounts until the vibratory compaction body comes in contact with the structural support frame and prevents further displacement which would damage the flexible mounts. If the unit is used in a tension mode to extract posts and the like, the vibratory compaction body will be pulled away from the structural support frame. A cable or chain may easily be employed to prevent exccssive displacement of the body from the frame. Because these various stops are rigidly linked to the heavy-duty vehicle, when excessive force is experienced by the device the impact of the compaction body on the stops will be transmitted to the operator as a signal to reduce the forces employed.
In summary, by this invention there is provided an improved means for mounting a vibratory compaction body to a heavy-duty vehicle using flexible material having a comparatively low modulus of elasticity. The novel configuration incorporates means for preventing excessive travel of the vibratory compaction body and also provides for stability control of the unit.
BRIEF DESCRIPTION OF THE DRAWINGS FIG. I is a perspective view of the device mounted on a heavy-duty vehicle.
FIG. 2 is a side view of the device.
FIG. 3 is a sectioned front view taken along line 3-3 of FIG. 2.
FIG. 4 is a perspective view of the device.
FIG. 5 is a sectioned view taken along line 3-3 of FIG. 2 and illustrating the device in maximum displacement.
FIG. 6 is a front view of the device showing its employment in the tension mode.
DESCRIPTION OF THE PREFERRED EMBODIMENTS Turning now to the drawings, coupling plates 10 and 12 are mutually parallel and spaced to accommodate a standard backhoe coupling 14. A backhoe is most conveniently employed as the mounting heavy-duty vehicle because of its flexibility for placing the device at various positions and orientations and for its ability to exert large bias forces in many directions. FIG. .1 illustrates the use of a backhoe as the supporting equipment for the compaction unit. Two holes 16 are placed in each of the coupling plates and 12. These holes 16 are again placed to accommodate the standard backhoe couplings 14. Tie bars 18 and 20 are employed to lock the mounting plate 10 and 12 to the back hoe couplings l4. Pins 22 maintain the tie bars 18 and 20 in position. Collars 24 are welded to plates 10 and 12 for added strength. Pipe 26 is welded to plates 10 and 12 for added strength and rigidity. Pipe 26 also serves as a convenient, centered location for lifting and transporting the device when it is not in use.
Plates 10 and 12 are welded to tubular cross members 28 and 30 which traverse the width of the compac tion unit. Plates 10 and 12 must be wide enough that the cross members 28 and-30 will be positioned over the ends of the compaction unit as best shown in FIG. 2. The cross members 28 and 30 are in turn welded to the structural arms 32 which together form a U-shape structural support frame that is clear of the vibratory compaction body and provides four attachment points 34 that are well down on the device and located at the extreme corners. The body of the compaction unit is composed of a base 36 and two parallel side plates 38 and 40. The side plates 38 and 40 are welded or otherwise rigidly attached to the base 36. A hydraulic motor 42 which is driven by the backhoe through lines 44 has a direct drive connection to an eccentric located between the side plates 38 and 40 in the housing 46 shown only in FIG. 4. The motor and eccentric assem bly are further detailed in my US. Pat. No. 3,561,336. A compaction pan 48 is bolted to the base 36. Two tubular members 50 extend through the parallel side plates 38 and 40 and are welded thereto as part of the structure of the vibratory compaction body. An adapter plate 52 is welded to each end of the tubular members 50.
The adapter plates 52 provide a means for bolting the flexible mounts 54 to the vibrating compaction unit. The flexible mounts 54 extend horizontally in a direction parallel to the axis of rotation of the eccentric in ,housing 46 and are similarly bolted to the structural arms 32 which form part of the overall structural support frame. The flexible mounts 54 act as springs to isolate the dynamic motions of the vibratory compaction body from the backhoe while providing for the transmission of constant mechanical force exerted by the backhoe on the compaction unit. The mounts 54 each have metallic plates 56 and 58 to which the material having a low modulus of elasticity is bonded. The mounts 54 then form springs which operate in a shearing motion illustrated in FIGS. 3, 5 and 6. The material presently employed for the mounts 54 is rubber. The spring modulus selected for the unit illustrated is 900 pounds/inch per mount or 3,600 pounds/inch for the unit. The optimum spring modulus for any specific embodiment must be emperically determined as it depends upon the weight of the unit, the magnitude of the bias forces required and the speed and weight of the eccentric. To achieve such a low spring modulus and still retain the capability for large total forces around 20,000 pounds, the material used for the mounts 54 must be of a low modulus of elasticity such-as is soft natural rubber. Soft natural rubber having a Shore du v rometer hardness of 50 to 60 is most satisfactory form mounting material. This gives a shear modulus of elasticity'around to pounds/sq. inch. The use of materialhaving a low modulus of elasticity is made possibut where practical considerations require, a greater unstabilizing moment distance can be made acceptable by using stiffer mounting material. This will result in a corresponding loss of vibration isolation. The optimum range may be achieved by insuring that the average of the distances from each mount 54 to the center of the unit is at least one-half the average of the normal distances from each mount 54 to the plane of the base surface of the unit.
To prevent extension of the mounts 54 beyond the elastic limit the parallel side plates 38 and 40 are of sufficient height above the mounts 54 to insure that surfaces 58 will come in contact with the cross members 28 and 30 before the mount 54 are permanently deformed. FIG. 5 shows the unit in maximum deformation with the side plate 38 and 40 in contact with the cross members 28 and 30. If the compaction unit is to be used for extracting posts and the like, the flexible mounts 54 may be similarly protected by a pair of cables 60 of the proper length and encircling the tubular members 28 and 50 on each end of the unit to prevent excessive deformation. FIG. 6 shows the unit in a tension mode.
The present embodiments of this invention are to be considered as illustrative and not restrictive, the scope of the invention being indicated by the appended claims rather than by the foregoing description and all changes which come within the meaning and range of equivalency of the claims therefore are intended to be embraced therein.
I claim:
1. A high force producing vibratory compaction device for mounting on a heavy-duty vehicle adapted to impart variable forces and movements to said device, comprising a structural support frame, means for rigidly coupling said support frame to the heavy-duty vehicle,'a body having a generally horizontal compaction pan and means for generating vibratory motion in said body, and means for flexibly mounting said body on said support frame, said structural support frame being positioned above said body and having structuralarms extending down the sides of said'body, said flexible mounting means comprising at least four blocks of material having a low modulus of elasticity extending approximately horizontally in the unstressed condition between saidbody and the lower extremeties of said structural arms to flexibly couple said structural sup port frame to said body with a resultant low spring modulus for minimizing the vibrational forces transmitted to the vehicle, said structural arms being laterally positioned at substantially the extremities of said compaction pan and closely approaching said compaction pan upon the application of normal vertical loading forces on' said frame-by the vehicle, and said blocks being, of a size'and positioned to deform substantially under said downward'vertical loading toward a down- I wardly stressed condition with the direction of the resilient force imposed on the body by each block being primarily downward and slightly outwardly to intersect the plane of the base surface of said compaction pan at a location close to the adjacent extremity of said pan for maximum stability under all directions of loading. 2 The device of claim 1, wherein the said means for generating vibratory motion in said body comprises an eccentric rotating on a horizontal axis and said four blocks of material all extend on substantially horizontal axes parallel to said axis of rotation of the eccentric.
3. The device of claim 1, wherein the average of the ing a low modulus of elasticity is soft rubber.

Claims (5)

1. A high force producing vibratory compaction device for mounting on a heavy-duty vehicle adapted to impart variable forces and movements to said device, comprising a structural support frame, means for rigidly coupling said support frame to the heavy-duty vehicle, a body having a generally horizontal compaction pan and means for generating vibratory motion in said body, and means for flexibly mounting said body on said support frame, said structural support frame being positioned above said body and having structural arms extending down the sides of said body, said flexible mounting means comprising at least four blocks of material having a low modulus of elasticity extending approximately horizontally in the unstressed condition between said body and the lower extremeties of said structural arms to flexibly couple said structural support frame to said body with a resultant low spring modulus for minimizing the vibrational forces transmitted to the vehicle, said structural arms being laterally positioned at substantially the extremities of said compaction pan and closely approaching said compaction pan upon the application of normal vertical loading forces on said frame by the vehicle, and said blocks being of a size and positioned to deform substantially under said downward vertical loading toward a downwardly stressed condition with the direction of the resilient force imposed on the body by each block being primarily downward and slightly outwardly to intersect the plane of the base surface of said compaction pan at a location close to the adjacent extremity of said pan for maximum stability under all directions of loading.
2. The device of claim 1, wherein the said means for generating vibratory motion in said body comprises an eccentric rotating on a horizontal axis and said four blocks of material all extend on substantially horizontal axes parallel to said axis of rotation of the eccentric.
3. The device of claim 1, wherein the average of the distances from each of said plurality of blocks to the center of said body is at least one-half of the average of the normal distances from each of said plurality of blocks to the plane of the base surface of said body.
4. The device of claim 1, wherein said structural support frame includes a plurality of stops to insure that said body is not displaced more than a specified distance relative to said support frame.
5. The device of claim 1, wherein said material having a low modulus of elasticity is soft rubber.
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Cited By (33)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4005944A (en) * 1973-06-14 1977-02-01 Harris Marvin K Tamping apparatus
US4278368A (en) * 1979-07-11 1981-07-14 Caterpillar Tractor Co. Apparatus and method for compacting material
US4616716A (en) * 1982-03-01 1986-10-14 Allied Steel & Tractor Products, Inc. Synchronous vibratory impact hammer
EP0220373A2 (en) * 1985-10-29 1987-05-06 Hitachi Construction Machinery Co., Ltd. Vibratory compaction working machine
US4698926A (en) * 1986-05-22 1987-10-13 Felco Industries, Ltd. Hydraulic excavator and compactor bucket therefor
US4706762A (en) * 1986-02-21 1987-11-17 J. I. Case Company Grade leveling device
WO1991017322A1 (en) * 1990-05-02 1991-11-14 Andreasson Lars A soil compacting vibrator
US5117925A (en) * 1990-01-12 1992-06-02 White John L Shock absorbing apparatus and method for a vibratory pile driving machine
WO1992016695A1 (en) * 1991-03-20 1992-10-01 Nathaniel Sill Fox Short aggregate piers and method and apparatus for producing same
US5257667A (en) * 1991-01-24 1993-11-02 Kencho Kobe Co., Ltd. Vibrating pile driver
US5526590A (en) * 1994-09-12 1996-06-18 Palm Sales, Inc. Trench compactor
US5713418A (en) * 1996-07-18 1998-02-03 Warren Power Attachments Vibratory compactor
EP0877921A1 (en) * 1996-02-01 1998-11-18 BBN Corporation Soil compaction measurement
US6079969A (en) * 1994-12-02 2000-06-27 Thames Water Utilities Limited Compactor
WO2002055792A1 (en) * 2000-11-28 2002-07-18 Hubbard Melvin L Method and apparatus for vibratory kinetic energy generation and application thereof
US6588987B1 (en) * 1998-03-30 2003-07-08 Vibroflotation B.V. Device for inserting foreign matter into the soil or for compacting the soil
US6609576B1 (en) 2000-11-28 2003-08-26 Melvin Hubbard Method and apparatus for vibratory kinetic energy generation and applications thereof
US7080958B1 (en) 2005-04-27 2006-07-25 International Construction Equipment, Inc. Vibratory pile driver/extractor with two-stage vibration/tension load suppressor
US20060285924A1 (en) * 2005-05-20 2006-12-21 Mccoskey William D Asphalt compaction device with pneumatic wheels
US20070166103A1 (en) * 2006-01-13 2007-07-19 Paske Benjamin J Vibratory exciter unit for interchangeable connection to various vibratory tools
US20100028087A1 (en) * 2008-07-29 2010-02-04 Geopier Foundation Company, Inc. Shielded Tamper and Method of Use for Making Aggregate Columns
US20100189501A1 (en) * 2009-01-29 2010-07-29 Grabnic Michael L Vibratory compaction/driving apparatus
US20110013982A1 (en) * 2009-07-20 2011-01-20 Dean Prohaska Compaction Apparatus and Method of Use
US20130177359A1 (en) * 2011-05-02 2013-07-11 North American Pile Driving Inc. Method and Apparatus for Ground Improvement Using Compacted Aggregate Columns
US8562258B2 (en) 2008-07-29 2013-10-22 Geopier Foundation Company, Inc. Shielded tamper and method of use for making aggregate columns
US20160061227A1 (en) * 2013-04-12 2016-03-03 Thyssenkrupp Tiefbautechnik Gmbh Vibrating ram arrangement, and method for operating the vibrating ram arrangement
US20180030682A1 (en) * 2015-02-10 2018-02-01 Aydin Ozkan A connection adapter
US20180073203A1 (en) * 2016-09-14 2018-03-15 Caterpillar Inc. Vibration isolator with hydraulic pass-thru
US9920491B1 (en) 2016-12-12 2018-03-20 Caterpillar Inc. Plate compactor with interchangeable edges
US9926676B1 (en) * 2016-09-28 2018-03-27 Caterpillar Inc. Locking mechanism for removable base plate on vibratory compactor
US9926677B1 (en) * 2016-09-26 2018-03-27 Caterpillar Inc. Constant down force vibratory compactor
US9957684B2 (en) 2015-12-11 2018-05-01 American Piledriving Equipment, Inc. Systems and methods for installing pile structures in permafrost
US10392871B2 (en) 2015-11-18 2019-08-27 American Piledriving Equipment, Inc. Earth boring systems and methods with integral debris removal

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3336848A (en) * 1965-07-06 1967-08-22 Internat Vibration Company Material compactor
US3603224A (en) * 1969-02-18 1971-09-07 Ingersoll Rand Co Plate-type vibrator compactor
US3635132A (en) * 1969-09-22 1972-01-18 Rex Chainbelt Inc Vibratory compactor
US3749506A (en) * 1970-07-23 1973-07-31 Technology Inc Const Compactor suspension system
US3782845A (en) * 1971-08-27 1974-01-01 Koehring Co Compactor

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3336848A (en) * 1965-07-06 1967-08-22 Internat Vibration Company Material compactor
US3603224A (en) * 1969-02-18 1971-09-07 Ingersoll Rand Co Plate-type vibrator compactor
US3635132A (en) * 1969-09-22 1972-01-18 Rex Chainbelt Inc Vibratory compactor
US3749506A (en) * 1970-07-23 1973-07-31 Technology Inc Const Compactor suspension system
US3782845A (en) * 1971-08-27 1974-01-01 Koehring Co Compactor

Cited By (45)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4005944A (en) * 1973-06-14 1977-02-01 Harris Marvin K Tamping apparatus
US4278368A (en) * 1979-07-11 1981-07-14 Caterpillar Tractor Co. Apparatus and method for compacting material
US4616716A (en) * 1982-03-01 1986-10-14 Allied Steel & Tractor Products, Inc. Synchronous vibratory impact hammer
EP0220373A2 (en) * 1985-10-29 1987-05-06 Hitachi Construction Machinery Co., Ltd. Vibratory compaction working machine
EP0220373A3 (en) * 1985-10-29 1989-03-01 Hitachi Construction Machinery Co., Ltd. Vibratory compaction working machine
US4706762A (en) * 1986-02-21 1987-11-17 J. I. Case Company Grade leveling device
US4698926A (en) * 1986-05-22 1987-10-13 Felco Industries, Ltd. Hydraulic excavator and compactor bucket therefor
US5117925A (en) * 1990-01-12 1992-06-02 White John L Shock absorbing apparatus and method for a vibratory pile driving machine
WO1991017322A1 (en) * 1990-05-02 1991-11-14 Andreasson Lars A soil compacting vibrator
US5257667A (en) * 1991-01-24 1993-11-02 Kencho Kobe Co., Ltd. Vibrating pile driver
US5249892A (en) * 1991-03-20 1993-10-05 Fox Nathaniel S Short aggregate piers and method and apparatus for producing same
WO1992016695A1 (en) * 1991-03-20 1992-10-01 Nathaniel Sill Fox Short aggregate piers and method and apparatus for producing same
US5526590A (en) * 1994-09-12 1996-06-18 Palm Sales, Inc. Trench compactor
US6079969A (en) * 1994-12-02 2000-06-27 Thames Water Utilities Limited Compactor
EP0877921A1 (en) * 1996-02-01 1998-11-18 BBN Corporation Soil compaction measurement
EP0877921A4 (en) * 1996-02-01 2000-02-23 Gte Internetworking Inc Soil compaction measurement
US5713418A (en) * 1996-07-18 1998-02-03 Warren Power Attachments Vibratory compactor
US6588987B1 (en) * 1998-03-30 2003-07-08 Vibroflotation B.V. Device for inserting foreign matter into the soil or for compacting the soil
WO2002055792A1 (en) * 2000-11-28 2002-07-18 Hubbard Melvin L Method and apparatus for vibratory kinetic energy generation and application thereof
US6609576B1 (en) 2000-11-28 2003-08-26 Melvin Hubbard Method and apparatus for vibratory kinetic energy generation and applications thereof
US6715563B2 (en) 2000-11-28 2004-04-06 Melvin L. Hubbard Method and apparatus for vibratory kinetic energy generation and applications thereof
US20040262019A1 (en) * 2000-11-28 2004-12-30 Hubbard Melvin L Method and apparatus for vibratory kinetic energy generation and applications thereof
US7080958B1 (en) 2005-04-27 2006-07-25 International Construction Equipment, Inc. Vibratory pile driver/extractor with two-stage vibration/tension load suppressor
US20060285924A1 (en) * 2005-05-20 2006-12-21 Mccoskey William D Asphalt compaction device with pneumatic wheels
US20070166103A1 (en) * 2006-01-13 2007-07-19 Paske Benjamin J Vibratory exciter unit for interchangeable connection to various vibratory tools
WO2008012600A2 (en) * 2006-01-13 2008-01-31 M-B-W, Inc. Vibratory exciter unit for interchangeable connection to various vibratory tools
WO2008012600A3 (en) * 2006-01-13 2008-12-04 Mbw Inc Vibratory exciter unit for interchangeable connection to various vibratory tools
US7805865B2 (en) 2006-01-13 2010-10-05 M-B-W, Inc. Vibratory exciter unit for interchangeable connection to various vibratory tools
US8128319B2 (en) 2008-07-29 2012-03-06 Geopier Foundation Company, Inc. Shielded tamper and method of use for making aggregate columns
US20100028087A1 (en) * 2008-07-29 2010-02-04 Geopier Foundation Company, Inc. Shielded Tamper and Method of Use for Making Aggregate Columns
US8562258B2 (en) 2008-07-29 2013-10-22 Geopier Foundation Company, Inc. Shielded tamper and method of use for making aggregate columns
US20100189501A1 (en) * 2009-01-29 2010-07-29 Grabnic Michael L Vibratory compaction/driving apparatus
US20110013982A1 (en) * 2009-07-20 2011-01-20 Dean Prohaska Compaction Apparatus and Method of Use
US20130177359A1 (en) * 2011-05-02 2013-07-11 North American Pile Driving Inc. Method and Apparatus for Ground Improvement Using Compacted Aggregate Columns
US20160177528A1 (en) * 2012-10-30 2016-06-23 Cyntech Construction Ltd. Method and Apparatus for Ground Improvement Using Compacted Aggregate Columns
US20160061227A1 (en) * 2013-04-12 2016-03-03 Thyssenkrupp Tiefbautechnik Gmbh Vibrating ram arrangement, and method for operating the vibrating ram arrangement
US10385883B2 (en) * 2013-04-12 2019-08-20 Thyssenkrupp Infrastructure Gmbh Vibrating ram arrangement, and method for operating the vibrating ram arrangement
US20180030682A1 (en) * 2015-02-10 2018-02-01 Aydin Ozkan A connection adapter
US10392871B2 (en) 2015-11-18 2019-08-27 American Piledriving Equipment, Inc. Earth boring systems and methods with integral debris removal
US9957684B2 (en) 2015-12-11 2018-05-01 American Piledriving Equipment, Inc. Systems and methods for installing pile structures in permafrost
US9938672B2 (en) * 2016-09-14 2018-04-10 Caterpillar Inc. Vibration isolator with hydraulic pass-thru
US20180073203A1 (en) * 2016-09-14 2018-03-15 Caterpillar Inc. Vibration isolator with hydraulic pass-thru
US9926677B1 (en) * 2016-09-26 2018-03-27 Caterpillar Inc. Constant down force vibratory compactor
US9926676B1 (en) * 2016-09-28 2018-03-27 Caterpillar Inc. Locking mechanism for removable base plate on vibratory compactor
US9920491B1 (en) 2016-12-12 2018-03-20 Caterpillar Inc. Plate compactor with interchangeable edges

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