US3783954A - Sonic resonant driving of a column member utilizing compliant resonator element - Google Patents
Sonic resonant driving of a column member utilizing compliant resonator element Download PDFInfo
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- US3783954A US3783954A US00220250A US3783954DA US3783954A US 3783954 A US3783954 A US 3783954A US 00220250 A US00220250 A US 00220250A US 3783954D A US3783954D A US 3783954DA US 3783954 A US3783954 A US 3783954A
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D7/00—Methods or apparatus for placing sheet pile bulkheads, piles, mouldpipes, or other moulds
- E02D7/18—Placing by vibrating
Definitions
- a column member which may comprise a piling, cas- [21] Appl. No.: 220,250 ing, shaft or the like, is driven into the ground by means of sonic energy generated by a vibration gener- [52] us- CL 1.73/49 ator.
- the vibration generator which may comprise an [51] In.
- References Cited tion generator is operated at a frequency such as to cause resonant vibration of the system with the com- UNITED STATES PATENTS pliant element providing lumped constant compliance 1 E /4 and the column member providing lumped constant esvaux e a 3,387,670 6/1968 Menard .l 173/49 mass m such System- 3,394,766 7/1968 Lebelle 173/49 6 Claims, 8 Drawing Figures VIBRATION GENERATOR l I l COMPLIANT r2 MEMBER,
- the system of this invention overcomes the shortcomings of the prior art in dealing with the aforementioned types of situations by utilizing a lumped constant compliant element which isinterposed between the vibration generator and the column member being driven into the ground.
- This compliant member provides a lumped constant compliance which operates in conjunction with a column member acting as a lumped constant mass, to form a resonant vibration system.
- the column thus is not elastically vibrated at its natural vibration frequency and therefore relatively short column members can be used with an appropriate compliant element to resonantly vibrate therewith at a frequency for optimum driving action.
- the column member is not elastically vibrated but rather bodily vibrated as a unitary member, it is not subjected to the elastic stresses involved in resonant elastic vibration. This avoids the hazard of fracturing frangible column members such as concrete pilings and the like.
- FIG. 1 is a schematic drawing illustrating the basic operation of the device of the invention
- FIG. 2 is an elevational drawing illustrating one embodiment of the device of the invention
- FIG. 3 is a cross-sectional view taken along the plane indicated by 33 in FIG. 2,
- FIG. 4 is a cross-sectional view taken along the plane indicated by 4-4 in FIG. 2,
- FIG. 5 is a cross-sectional view taken along the plane
- FIG. 6 is an elevational view illustrating a second embodiment of the device of the invention with partial cutaway section
- FIG. 7 is an elevational view with partial cutaway section of a third embodiment of the device of the invention.
- FIG. 8 is an elevational view of a fourth embodiment of the device of the invention.
- the device of the invention comprises a high impedance compliant element which is interposed between a vibration generator and a column member to be driven into the ground, the compliant element and the column member providing the compliance and the mass for a resonant vibration system.
- the vibration generator which may comprise an orbiting mass oscillator, is run at a frequency such as to cause resonant vibration of the vibration system, the column member being resonantly vibrated along its longitudinal axis to effect the driving thereof into the ground.
- the compliant member is preferably designed so that it can be readily attached and detached in the field so it can be utilized as needed where the situation demands.
- the compliant member is formed by a bending beam structure; in another embodiment, it is formed by a hydraulic spring device; and in a third embodiment, it is formed by heavy duty coil springs.
- force F is equated with electrical voltage E
- velocity of vibration u is equated with electrical current i
- mechanical compliance C is equated with electrical capacitance C mass M is equated with electrical inductance L
- mechanical resistance (friction) R is equated with electrical resistance R
- mechanical impedance Z is equated with electrical impedance 2
- the Q of an acoustically vibrating circuit is defined as the sharpness of resonance thereof and is indicative of the ratio of the energy stored in each vibration cycle to the energy used in each such cycle.
- Q is mathematically equated to the ratio between wM and R,,,.
- orbiting mass oscillators are utilized in the implementation of the invention that automatically adjust their output frequency and phase to maintain resonance with changes in the characteristics of the load.
- the system automatically is maintained in optimum resonant operation by virtue of the lock-in" characteristic of Applicants unique orbitingmass oscillators.
- the orbiting mass oscillator automatically changes not only its frequency but its phase angle and therefore its power factor with changes in the resistive impedance load, to assure optimum efficiency of operation at all times.
- the vibrational output from such orbiting mass oscillators also tends to be constrained by the resonator to be generated along a controlled predetermined coherent path to provide maximum output along a desired axis.
- Vibration generator 11 which may comprise an orbiting mass oscillator such as described in my aforementioned US. Pat. No. 3,29l,227, is coupled to compliant element 12, the compliant element 12 in turn being coupled to column member 13.
- Column member 13 is positioned on the surface of the ground 14 for driving therein.
- Compliant element 12 has a very high stiffness value so that it and column member 13 form a resonant vibration system with the compliant element providing most of the compliance for such system and column member 13 providing most of the mass.
- Vibration generator 11 is operated at a frequency such as to cause resonant vibration of the system with the mass of column member 13 being effectively vibrated longitudinally on the spring formed by compliant element 12.
- column member 13 ideally is subjected to no elastic vibration but rather experiences a longitudinal vibratory displacement. It is to be noted by reference to equation (2) that in this manner, even with a relatively large mass comprising the column member, that a-relatively high resonant vibration frequency can still be attained by virtue of the high rate compliance provided by compliant element 12. It is further to be noted that column member 13 can be of a relatively frangible material without a significant danger of fracturing in view of the fact that this member is not elastically vibrated.
- Orbiting mass oscillator 11 comprises a pair of rotors which are driven in opposite directions by means of gasoline engines 15 and 16.
- the oscillator may be of the type described in my aforementioned US. Pat. No. 3,291,227.
- the rotors of motors 15 and 16 are phased so as to produce vibrational energy along the longitudinal axis of column member 13, which is to be driven into the ground.
- the housing of oscillator 11 is removably attached to upper beam section 200 of beam 20, which forms the compliant member, by means of coupler unit 19. As can best be seen in FIG.
- coupler unit 19 comprises a cylindrical member 19a which may be welded or otherwise fixedly attached to the casing of the oscillator.
- a ring-shaped flange 1% runs around the edge of coupler l9 and has a plurality of holes formed therein.
- Bolts 29 fit through the holes formed in flange 19b and are used to attach the coupler to cylindrical member 21 which is welded to sleeve member 22 which fits through apertures formed in member 21.
- Beam section 20a is welded to sleeve member 24 while beam section 200 is welded to sleeve member 23.
- Sleeve members 22, 23 and 24 are joined together by means of associated pins 27 which fit therethrough and end caps 33.
- Piling 13 is fixedly attached to beam portions 20b and 20d in the following manner: Cylindrical member 31, which is fixedly attached, such as by bolting, to the top of piling 13 is welded to sleeve member 43. Beam sections 20b and 20d are welded to sleeve members 44 and 46 respectively. Sleeve members 43, 44 and 46 are joined together by means of associated pins 29 which fit therethrough and end caps 48.
- oscillator 11 is driven at a frequency such as to resonantly vibrate the vibration system formed by bending beam assembly 20 which provides most of the compliance for the system, and column member 13 which provides most of the mass for such system.
- FIGS. 6 and 7 a second embodiment of the invention is illustrated, this embodiment utilizing hydraulic springs for the compliant element.
- and orbiting mass oscillator (not shown) is utilized for providing vibrational energy along the longitudinal axis of the pile 13, this oscillator being driven such as described in my U.S. Pat. No. 3,291,227.
- the oscillator assembly is coupled through coupler element 35 to frame 37. Fixedly attached to cross plate 370 of the frame are piston members 400 and 41a of hydraulic springs 40 and 41 respectively.
- the casings 40b and 41b of hydraulic springs 40 and 41 respectively are fixedly attached to the frame structure 45.
- the frame structure 45 in turn is attached to pile 13 through plate 47 which is fixedly attached to the pile and bolted to plate 45 by means of bolt 49. A small amount of play may be left between plate 45 and 47 to form a rectifier gap 50 which appears during the upward vibratory excursions.
- piston element 400 is slidably fitted in the casing 40b with a liquid tight seal being formed between the sides of the piston and the casing by means of Teflon packing ring 51.
- the inside of housing 40b forms a hollow container which is filled with a suitable liquid such as silicone oil.
- Hydraulic spring 41 is identical in construction to spring 40.
- Frame 37 is thus connected to frame 45 through the spring elements formed by pistons 40a and 41a operating in conjunction with the oil baths against which they are driven in response to the vibratory energy.
- the oscillator is driven at a frequency such as to cause resonant vibration of the system including pile 13 which primarily contributes mass to the system, and the very stiff hydraulic springs 40 and 41 which primarily contribute compliance to the vibration system.
- Rectifier gap 50 engenders unidirectional drive of the pile in response to the vibratory energy, i.e., drive solely in the downward direction, the drive mechanism being effectively decoupled from the pile on the upward excursions. Utilizing such a sonic rectifier is especially desirable with certain sheet pilings where both upward and downward rubbing in the tongue and groove joints along the edges of the piling sheets tends to cause overheating.
- Hydraulic springs 40 and 41 should be designed to provide the necessary compliance to achieve resonance for each particular pile or similar member to be driven at an optimum drive frequency. This can be determined theoretically and empirically by considering the relationships set forth in equation (2).
- resonance is achieved in driving a solid concrete pile at a frequency of 90 cycles per second.
- a foot length of steel l-I-beam pile was operated in a resonant vibration system at 105 cycles per second. It is estimated that this same beam would resonate in its longitudinal mode elastically at about 400 cycles per second.
- FIG. 8 another embodiment of the invention is illustrated.
- a pair of high rate opposing coil springs are utilized for the compliant element.
- an orbiting mass oscillator (not shown), such as described in my aforementioned US. Pat. No. 3,291,227, is coupled to the compliant element to drive pile 13 vibratorily along its longitudinal axis.
- the oscillator casing is removably attached to shaft 60 which has a drive plate 61 attached to the end thereof.
- Mounted in a cage structure formed by vertical rods 63 are a pair of stiff coil springs 65 and 66.
- Spring 65 is supported between top plate 67 which is attached to the upper ends of rods 63 and the top surface of plate 61.
- Spring 66 is positioned between bottom plate 70 which is attached to the bottom ends of rods 63, and the bottom surface of plate 61. Bottom plate is connected to pile 13 by means of coupler 72.
- spring elements 65 and 66 are connected in series between shaft 60, which receives the vibratory energy directly from the oscillator, and pile 13. In this manner, a lumped constant compliant element is provided between the sonic energy source and themember being driven to form the desired resonant vibration system.
- the device of this invention provides means for achieving resonant vibratory driving of a column member such as a pile, casing, or the like, without elastically vibrating such column member. This facilitates the attainment of resonant operation with relatively short column members at frequencies for optimum driving. Also, in situations where the driven member is frangible, this avoids elastic stressing of such member which might cause it to fracture.
- a device for driving a column member into the ground comprising:
- said compliant member and said column member forming a resonant vibration system with most of the compliance of said system being provided by said compliant memberand most of the mass of said system being provided by said column member, and
- said compliant member comprises an elastic beam structure, said structure including paired plates, the ends of said plates being connected to each other and the central portions of said plates being separated from each other.
- said hydraulic spring means comprises a pair of hydraulic springs, each of said springs having a piston element connected to said vibration generator, a housing connected to said column member, and oil contained in said housing, said piston being slidably mounted in said housing in driving engagement with said oil.
- said compliant member comprises a pair of coil springs, housing means for supporting said springs, drive plate means positioned between said springs and said housing means, and means for coupling said drive plate means to said vibration generator.
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Abstract
A column member which may comprise a piling, casing, shaft or the like, is driven into the ground by means of sonic energy generated by a vibration generator. The vibration generator, which may comprise an orbiting mass oscillator, is coupled to the column member by a high impedance compliant element, the compliancce of this element and the mass of the column forming a resonant vibration system. The vibration generator is operated at a frequency such as to cause resonant vibration of the system with the compliant element providing lumped constant compliance and the column member providing lumped constant mass in such system.
Description
United States Patent 1 3,783,954
Bodine Jan. 8, 1974 SONIC RESONANT DRIVING OF A 3.471237 ll/l969 Orkney 173/49 COLUMN MEMBER UTILIZING COMPLIANT RESONATOR ELEMENT Primary Examiner-Werner H. Schroeder Att0rneyEdward A. Sokolski et al.
[76] Inventor: Albert G. Bodine, 7877 Woodbury Ave., Van Nuys, Calif. 91406 [57] ABSTRACT [22] Filed: Jan. 24, 1972 A column member which may comprise a piling, cas- [21] Appl. No.: 220,250 ing, shaft or the like, is driven into the ground by means of sonic energy generated by a vibration gener- [52] us- CL 1.73/49 ator. The vibration generator, which may comprise an [51] In. C] d 7/18 orbiting mass oscillator, is coupled to the column 58 Field of Search......::::.::::i iii/ 49- 175/56' member by a high impedance element the l1 4 compliancce of this element and the mass of the column forming a resonant vibration system. The vibra- [56] References Cited tion generator is operated at a frequency such as to cause resonant vibration of the system with the com- UNITED STATES PATENTS pliant element providing lumped constant compliance 1 E /4 and the column member providing lumped constant esvaux e a 3,387,670 6/1968 Menard .l 173/49 mass m such System- 3,394,766 7/1968 Lebelle 173/49 6 Claims, 8 Drawing Figures VIBRATION GENERATOR l I l COMPLIANT r2 MEMBER,
C O t r M N M I B 14 E R PATENTED 8 3. 783 .954
VI BR ATIQN GENERATDR I coMPuAuT MEMBER nmaZmZ zzc r0 PATENTED JAN 8 I974 SHEET 2 BF 3 1 SONIC RESONANT DRIVING OF A COLUMN MEMBER UTILIZING COMPLIANT RESONATOR ELEMENT This invention relates to means for driving column members, such as pilings and the like, into the ground and more particularly to such means utilizing sonic energy in achieving the desired end results.
In my US. Pat. No. 3,29l,227. the driving of pilings into the ground by means of sonic energy generated with an orbiting mass oscillator is described. In the device of this patent, the oscillator is operated at a frequency such as to set up resonant elastic standing wave vibration in the piling. By utilizing such resonant vibration, highly efficient driving action is attained. There are certain situations, however, where it is impossible or impracticable to elastically vibrate the piling member or other such member being driven. First, there are certain situations where the piling member is of a fragile material such as concrete which cannot stand the elastic resonant stresses involved in standing wave vibration without fracturing. In-such situations it is therefore impossible to utilize the aforementioned prior art technique efficiently without hazarding damage to the member being driven. Further, where the column members are relatively short in length, such as in situations involving large diameter caissons and sheet pilings, the natural longitudinal mode resonant vibration frequency of the member to be driven is too high to achieve efficient driving action into the ground (frequencies in the range of -200 cps generally being preferred).
The system of this invention overcomes the shortcomings of the prior art in dealing with the aforementioned types of situations by utilizing a lumped constant compliant element which isinterposed between the vibration generator and the column member being driven into the ground. This compliant member provides a lumped constant compliance which operates in conjunction with a column member acting as a lumped constant mass, to form a resonant vibration system. The column thus is not elastically vibrated at its natural vibration frequency and therefore relatively short column members can be used with an appropriate compliant element to resonantly vibrate therewith at a frequency for optimum driving action. Further, in view of the fact that the column member is not elastically vibrated but rather bodily vibrated as a unitary member, it is not subjected to the elastic stresses involved in resonant elastic vibration. This avoids the hazard of fracturing frangible column members such as concrete pilings and the like. I
It is therefore an object of this invention to facilitate the sonic driving of frangible column members.
It is another object of this invention to improve the efficiency of the sonic resonant driving of relatively short column members.
Other objects of this invention will become apparent as the description proceeds in connection with the accompanying drawings, of which:
FIG. 1 is a schematic drawing illustrating the basic operation of the device of the invention,
FIG. 2 is an elevational drawing illustrating one embodiment of the device of the invention,
FIG. 3 is a cross-sectional view taken along the plane indicated by 33 in FIG. 2,
vindicated by 5-5 in FIG. 2,
FIG. 4 is a cross-sectional view taken along the plane indicated by 4-4 in FIG. 2,
FIG. 5 is a cross-sectional view taken along the plane FIG. 6 is an elevational view illustrating a second embodiment of the device of the invention with partial cutaway section,
FIG. 7 is an elevational view with partial cutaway section of a third embodiment of the device of the invention; and
FIG. 8 is an elevational view of a fourth embodiment of the device of the invention.
Briefly described, the device of the invention comprises a high impedance compliant element which is interposed between a vibration generator and a column member to be driven into the ground, the compliant element and the column member providing the compliance and the mass for a resonant vibration system. The vibration generator, which may comprise an orbiting mass oscillator, is run at a frequency such as to cause resonant vibration of the vibration system, the column member being resonantly vibrated along its longitudinal axis to effect the driving thereof into the ground. The compliant member is preferably designed so that it can be readily attached and detached in the field so it can be utilized as needed where the situation demands. In one embodiment, the compliant member is formed by a bending beam structure; in another embodiment, it is formed by a hydraulic spring device; and in a third embodiment, it is formed by heavy duty coil springs.
It has been found most helpful in analyzing the operation of this invention to analogize the acoustically vibrating circuit utilized to an equivalent electrical circuit. This sort of approach to analysis is well known to those skilled in the art and is described, for example, in Chapter 2 of"Sonics by Hueter and Bolt, published in 1955 by John Wiley and Sons. In making such an analogy, force F is equated with electrical voltage E, velocity of vibration u is equated with electrical current i, mechanical compliance C,, is equated with electrical capacitance C mass M is equated with electrical inductance L, mechanical resistance (friction) R is equated with electrical resistance R and mechanical impedance Z, is equated with electrical impedance 2 Thus, it can be shown that if a system is vibrated by means of an acoustical sinusoidal force F sinwt (00 being equal to 211' times the frequency of vibration), that Where (0M is equal to l/wC a resonant condition exists, and the effective mechanical impedance Z is equal to the mechanical resistance R the reactive impedance components mM and l/coC cancelling each other out. Under such a resonant condition, velocity of vibration u is at a maximum, power factor is unity, and energy is more efficiently delivered to a load to which the resonant system may be coupled. It can also be shown that the resonant vibration frequency, f of the system, (0) being equal to 217)) is as follows:
f WfFJ MC It is important to note the significance of the attainment of high acoustical Q in the resonant system being driven, to increase the efficiency of the vibration thereof and to provide a maximum amount of power.
As for an equivalent electrical circuit, the Q of an acoustically vibrating circuit is defined as the sharpness of resonance thereof and is indicative of the ratio of the energy stored in each vibration cycle to the energy used in each such cycle. Q is mathematically equated to the ratio between wM and R,,,. Thus, the effective Q of the vibrating circuit can be maximized to make for highly efficient high-amplitude vibration by minimizing the effect of friction in the circuit and/or maximizing the effect of mass in such circuit.
It is also to be noted that orbiting mass oscillators are utilized in the implementation of the invention that automatically adjust their output frequency and phase to maintain resonance with changes in the characteristics of the load. Thus, in the face of changes in the effective mass and compliance presented by the load with changes in the conditions of the work material as it is sonically excited, the system automatically is maintained in optimum resonant operation by virtue of the lock-in" characteristic of Applicants unique orbitingmass oscillators. Furthermore in this connection the orbiting mass oscillator automatically changes not only its frequency but its phase angle and therefore its power factor with changes in the resistive impedance load, to assure optimum efficiency of operation at all times. The vibrational output from such orbiting mass oscillators also tends to be constrained by the resonator to be generated along a controlled predetermined coherent path to provide maximum output along a desired axis.
Referring now to P16. 1, the basic operation of the system of the invention is schematically illustrated. Vibration generator 11 which may comprise an orbiting mass oscillator such as described in my aforementioned US. Pat. No. 3,29l,227, is coupled to compliant element 12, the compliant element 12 in turn being coupled to column member 13. Column member 13 is positioned on the surface of the ground 14 for driving therein. Compliant element 12 has a very high stiffness value so that it and column member 13 form a resonant vibration system with the compliant element providing most of the compliance for such system and column member 13 providing most of the mass. Vibration generator 11 is operated at a frequency such as to cause resonant vibration of the system with the mass of column member 13 being effectively vibrated longitudinally on the spring formed by compliant element 12. It is to be emphasized that in this system column member 13 ideally is subjected to no elastic vibration but rather experiences a longitudinal vibratory displacement. It is to be noted by reference to equation (2) that in this manner, even with a relatively large mass comprising the column member, that a-relatively high resonant vibration frequency can still be attained by virtue of the high rate compliance provided by compliant element 12. It is further to be noted that column member 13 can be of a relatively frangible material without a significant danger of fracturing in view of the fact that this member is not elastically vibrated.
Referring now to FIGS. 2-5, one embodiment of the device of the invention is illustrated. ln this embodiment a very stiff bending beam structure is utilized for the compliant element. Orbiting mass oscillator 11 comprises a pair of rotors which are driven in opposite directions by means of gasoline engines 15 and 16. The oscillator may be of the type described in my aforementioned US. Pat. No. 3,291,227. The rotors of motors 15 and 16 are phased so as to produce vibrational energy along the longitudinal axis of column member 13, which is to be driven into the ground. The housing of oscillator 11 is removably attached to upper beam section 200 of beam 20, which forms the compliant member, by means of coupler unit 19. As can best be seen in FIG. 4, coupler unit 19 comprises a cylindrical member 19a which may be welded or otherwise fixedly attached to the casing of the oscillator. A ring-shaped flange 1% runs around the edge of coupler l9 and has a plurality of holes formed therein. Bolts 29 fit through the holes formed in flange 19b and are used to attach the coupler to cylindrical member 21 which is welded to sleeve member 22 which fits through apertures formed in member 21. Beam section 20a is welded to sleeve member 24 while beam section 200 is welded to sleeve member 23. Sleeve members 22, 23 and 24 are joined together by means of associated pins 27 which fit therethrough and end caps 33. The ends of beams 20a and 20b are attached together, and the ends of beams 20c and 20d are attached together, the central portions of these two beams being spaced apart from each other vertically. Pins 32 operating in conjunction Y with upper plates 36 and lower plates 38 are used to join one end of the beams together, the pins fitting through sleeves 39 which are fitted through apertures in the overlapping plates. Plates 36 are fixedly attached to beam sections 20a and 20c, as the case may be, while plates 38 are fixedly attached to associated beam sections 20b and 20d. Similarly, linking plates 25, 26 and 28 are utilized in conjunction with pins 34 and sleeves 42 into which the pins are fitted, to join the opposite ends of beams 20a and 20b and 200 and 20d together, respectively. Piling 13 is fixedly attached to beam portions 20b and 20d in the following manner: Cylindrical member 31, which is fixedly attached, such as by bolting, to the top of piling 13 is welded to sleeve member 43. Beam sections 20b and 20d are welded to sleeve members 44 and 46 respectively. Sleeve members 43, 44 and 46 are joined together by means of associated pins 29 which fit therethrough and end caps 48.
In operation, oscillator 11 is driven at a frequency such as to resonantly vibrate the vibration system formed by bending beam assembly 20 which provides most of the compliance for the system, and column member 13 which provides most of the mass for such system.
In an operative embodiment of the device of the invention in accordance with FIGS. 2-5, a 4,000-lb. caisson, 42 inches in diameter, was driven with the system being resonant in a frequency range around cycles per second.
Referring now to FIGS. 6 and 7, a second embodiment of the invention is illustrated, this embodiment utilizing hydraulic springs for the compliant element. As for the first embodiment, and orbiting mass oscillator (not shown) is utilized for providing vibrational energy along the longitudinal axis of the pile 13, this oscillator being driven such as described in my U.S. Pat. No. 3,291,227. The oscillator assembly is coupled through coupler element 35 to frame 37. Fixedly attached to cross plate 370 of the frame are piston members 400 and 41a of hydraulic springs 40 and 41 respectively. The casings 40b and 41b of hydraulic springs 40 and 41 respectively are fixedly attached to the frame structure 45. The frame structure 45 in turn is attached to pile 13 through plate 47 which is fixedly attached to the pile and bolted to plate 45 by means of bolt 49. A small amount of play may be left between plate 45 and 47 to form a rectifier gap 50 which appears during the upward vibratory excursions.
The details of the hydraulic spring structure are illustrated in FIG. 7. As can be seen, piston element 400 is slidably fitted in the casing 40b with a liquid tight seal being formed between the sides of the piston and the casing by means of Teflon packing ring 51. The inside of housing 40b forms a hollow container which is filled with a suitable liquid such as silicone oil. Hydraulic spring 41 is identical in construction to spring 40. Frame 37 is thus connected to frame 45 through the spring elements formed by pistons 40a and 41a operating in conjunction with the oil baths against which they are driven in response to the vibratory energy.
As for the previous embodiment, the oscillator is driven at a frequency such as to cause resonant vibration of the system including pile 13 which primarily contributes mass to the system, and the very stiff hydraulic springs 40 and 41 which primarily contribute compliance to the vibration system. Rectifier gap 50 engenders unidirectional drive of the pile in response to the vibratory energy, i.e., drive solely in the downward direction, the drive mechanism being effectively decoupled from the pile on the upward excursions. Utilizing such a sonic rectifier is especially desirable with certain sheet pilings where both upward and downward rubbing in the tongue and groove joints along the edges of the piling sheets tends to cause overheating. Further, with this type of rectification, the load is decoupled from the energy source during the upward half cycles which contributes to a higher Q in the resonant system. Hydraulic springs 40 and 41 should be designed to provide the necessary compliance to achieve resonance for each particular pile or similar member to be driven at an optimum drive frequency. This can be determined theoretically and empirically by considering the relationships set forth in equation (2).
In an operative embodiment of the invention in accordance with FIGS. 6 and 7, resonance is achieved in driving a solid concrete pile at a frequency of 90 cycles per second. In another operative embodiment, a foot length of steel l-I-beam pile was operated in a resonant vibration system at 105 cycles per second. It is estimated that this same beam would resonate in its longitudinal mode elastically at about 400 cycles per second.
Referring now to FIG. 8, another embodiment of the invention is illustrated. In this embodiment, a pair of high rate opposing coil springs are utilized for the compliant element. As for the other two embodiments, an orbiting mass oscillator (not shown), such as described in my aforementioned US. Pat. No. 3,291,227, is coupled to the compliant element to drive pile 13 vibratorily along its longitudinal axis. The oscillator casing is removably attached to shaft 60 which has a drive plate 61 attached to the end thereof. Mounted in a cage structure formed by vertical rods 63 are a pair of stiff coil springs 65 and 66. Spring 65 is supported between top plate 67 which is attached to the upper ends of rods 63 and the top surface of plate 61. Spring 66 is positioned between bottom plate 70 which is attached to the bottom ends of rods 63, and the bottom surface of plate 61. Bottom plate is connected to pile 13 by means of coupler 72. Thus it can be seen that spring elements 65 and 66 are connected in series between shaft 60, which receives the vibratory energy directly from the oscillator, and pile 13. In this manner, a lumped constant compliant element is provided between the sonic energy source and themember being driven to form the desired resonant vibration system.
Thus, the device of this invention provides means for achieving resonant vibratory driving of a column member such as a pile, casing, or the like, without elastically vibrating such column member. This facilitates the attainment of resonant operation with relatively short column members at frequencies for optimum driving. Also, in situations where the driven member is frangible, this avoids elastic stressing of such member which might cause it to fracture.
While the device of the invention has been described and illustrated in detail, it is to be clearly understood that this is intended by way of ilustration and example only and is not to be taken by way of limitation, the spirit and scope of this invention being limited only by the terms of the following claims.
I claim: 1
l. A device for driving a column member into the ground comprising:
a vibration generator,
a compliant member for coupling said vibration generator to said column member,
said compliant member and said column member forminga resonant vibration system with most of the compliance of said system being provided by said compliant memberand most of the mass of said system being provided by said column member, and
means for driving said vibration generator at a fre quency such as to cause resonant vibration of said system with said column member vibrating unitarily as a lumped mass and thereby penetrating into the ground. 2. The device of claim 1 wherein said compliant member comprises an elastic beam structure, said structure including paired plates, the ends of said plates being connected to each other and the central portions of said plates being separated from each other.
3. The device of claim 2 wherein said structure comprises two pairs of similar oppositely positioned plates.
4. The device of claim 1 wherein said compliant member comprises hydraulic spring means.
5. The device of claim 4 wherein said hydraulic spring means comprises a pair of hydraulic springs, each of said springs having a piston element connected to said vibration generator, a housing connected to said column member, and oil contained in said housing, said piston being slidably mounted in said housing in driving engagement with said oil.
6. The device of claim 1 wherein said compliant member comprises a pair of coil springs, housing means for supporting said springs, drive plate means positioned between said springs and said housing means, and means for coupling said drive plate means to said vibration generator.
Claims (6)
1. A device for driving A column member into the ground comprising: a vibration generator, a compliant member for coupling said vibration generator to said column member, said compliant member and said column member forming a resonant vibration system with most of the compliance of said system being provided by said compliant member and most of the mass of said system being provided by said column member, and means for driving said vibration generator at a frequency such as to cause resonant vibration of said system with said column member vibrating unitarily as a lumped mass and thereby penetrating into the ground.
2. The device of claim 1 wherein said compliant member comprises an elastic beam structure, said structure including paired plates, the ends of said plates being connected to each other and the central portions of said plates being separated from each other.
3. The device of claim 2 wherein said structure comprises two pairs of similar oppositely positioned plates.
4. The device of claim 1 wherein said compliant member comprises hydraulic spring means.
5. The device of claim 4 wherein said hydraulic spring means comprises a pair of hydraulic springs, each of said springs having a piston element connected to said vibration generator, a housing connected to said column member, and oil contained in said housing, said piston being slidably mounted in said housing in driving engagement with said oil.
6. The device of claim 1 wherein said compliant member comprises a pair of coil springs, housing means for supporting said springs, drive plate means positioned between said springs and said housing means, and means for coupling said drive plate means to said vibration generator.
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
US22025072A | 1972-01-24 | 1972-01-24 |
Publications (1)
Publication Number | Publication Date |
---|---|
US3783954A true US3783954A (en) | 1974-01-08 |
Family
ID=22822750
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
US00220250A Expired - Lifetime US3783954A (en) | 1972-01-24 | 1972-01-24 | Sonic resonant driving of a column member utilizing compliant resonator element |
Country Status (1)
Country | Link |
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US (1) | US3783954A (en) |
Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3920083A (en) * | 1974-05-03 | 1975-11-18 | Toyoda Kikai Kogyo Kk | Pile driving and drawing apparatus |
FR2362973A1 (en) * | 1976-08-30 | 1978-03-24 | Foster Co L B | MACHINE FOR PILING AND EXTRACTION OF PILES BY VIBRATION |
US4890682A (en) * | 1986-05-16 | 1990-01-02 | Shell Oil Company | Apparatus for vibrating a pipe string in a borehole |
US6582158B1 (en) * | 1998-03-04 | 2003-06-24 | Ihc Handling Systems | Device and method for transferring vibrating movement to rigid pipe with pipe clamp for vibrator rammer block |
US20070297859A1 (en) * | 2006-06-21 | 2007-12-27 | Thomas & Betts International, Inc. | Removable driving tabs for a vibratory caisson |
US20090188687A1 (en) * | 2008-01-29 | 2009-07-30 | Abi Anlagentechnik-Baumaschinen-Industriebedarf Maschinenfabrik Und Vertriebsgesellschaft Mbh | Vibration generator for a vibration pile driver |
Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3215209A (en) * | 1960-12-09 | 1965-11-02 | Desvaux Jacques | Device for acting on piles, tubing, sheet-piling and the like |
US3387670A (en) * | 1964-11-12 | 1968-06-11 | Louis D. Menard | Apparatus for drilling and construction |
US3394766A (en) * | 1966-03-11 | 1968-07-30 | Lebelle Jean Louis | Apparatus for emplacing elongated rigid members into the soil selectively in a vibratory mode or in a percussive mode |
US3477237A (en) * | 1964-06-02 | 1969-11-11 | John C Orkney | Method of vibrating a member to drive it in a resistive medium |
US3499293A (en) * | 1968-11-20 | 1970-03-10 | Taisei Corp | Method and apparatus for forming underground construction in situ |
-
1972
- 1972-01-24 US US00220250A patent/US3783954A/en not_active Expired - Lifetime
Patent Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3215209A (en) * | 1960-12-09 | 1965-11-02 | Desvaux Jacques | Device for acting on piles, tubing, sheet-piling and the like |
US3477237A (en) * | 1964-06-02 | 1969-11-11 | John C Orkney | Method of vibrating a member to drive it in a resistive medium |
US3387670A (en) * | 1964-11-12 | 1968-06-11 | Louis D. Menard | Apparatus for drilling and construction |
US3394766A (en) * | 1966-03-11 | 1968-07-30 | Lebelle Jean Louis | Apparatus for emplacing elongated rigid members into the soil selectively in a vibratory mode or in a percussive mode |
US3499293A (en) * | 1968-11-20 | 1970-03-10 | Taisei Corp | Method and apparatus for forming underground construction in situ |
Cited By (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3920083A (en) * | 1974-05-03 | 1975-11-18 | Toyoda Kikai Kogyo Kk | Pile driving and drawing apparatus |
FR2362973A1 (en) * | 1976-08-30 | 1978-03-24 | Foster Co L B | MACHINE FOR PILING AND EXTRACTION OF PILES BY VIBRATION |
US4890682A (en) * | 1986-05-16 | 1990-01-02 | Shell Oil Company | Apparatus for vibrating a pipe string in a borehole |
US6582158B1 (en) * | 1998-03-04 | 2003-06-24 | Ihc Handling Systems | Device and method for transferring vibrating movement to rigid pipe with pipe clamp for vibrator rammer block |
US20070297859A1 (en) * | 2006-06-21 | 2007-12-27 | Thomas & Betts International, Inc. | Removable driving tabs for a vibratory caisson |
US7513714B2 (en) * | 2006-06-21 | 2009-04-07 | Thomas & Betts International, Inc. | Removable driving tabs for a vibratory caisson |
US20090188687A1 (en) * | 2008-01-29 | 2009-07-30 | Abi Anlagentechnik-Baumaschinen-Industriebedarf Maschinenfabrik Und Vertriebsgesellschaft Mbh | Vibration generator for a vibration pile driver |
US7870910B2 (en) * | 2008-01-29 | 2011-01-18 | Abi Anlagentechnik-Baumaschinen-Industriebedarf Maschinenfabrik Und Vertriebsgesellschaft Mbh | Vibration generator for a vibration pile driver |
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