CA1157318A - Method and apparatus for removing railway ties - Google Patents

Method and apparatus for removing railway ties

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Publication number
CA1157318A
CA1157318A CA000344272A CA344272A CA1157318A CA 1157318 A CA1157318 A CA 1157318A CA 000344272 A CA000344272 A CA 000344272A CA 344272 A CA344272 A CA 344272A CA 1157318 A CA1157318 A CA 1157318A
Authority
CA
Canada
Prior art keywords
tie
ballast
ballast material
laterally
underneath
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired
Application number
CA000344272A
Other languages
French (fr)
Inventor
Frank J. Nameny
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Loram Maintenance of Way Inc
Original Assignee
Loram Maintenance of Way Inc
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Loram Maintenance of Way Inc filed Critical Loram Maintenance of Way Inc
Application granted granted Critical
Publication of CA1157318A publication Critical patent/CA1157318A/en
Expired legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01BPERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B29/00Laying, rebuilding, or taking-up tracks; Tools or machines therefor
    • E01B29/06Transporting, laying, removing or renewing sleepers
    • E01B29/09Transporting, laying, removing or renewing sleepers under, or from under, installed rails
    • E01B29/10Transporting, laying, removing or renewing sleepers under, or from under, installed rails for inserting or removing sleepers
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01BPERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B27/00Placing, renewing, working, cleaning, or taking-up the ballast, with or without concurrent work on the track; Devices therefor; Packing sleepers
    • E01B27/02Placing the ballast; Making ballastway; Redistributing ballasting material; Machines or devices therefor; Levelling means
    • E01B27/023Spreading, levelling or redistributing ballast already placed
    • E01B27/026Spreading, levelling or redistributing ballast already placed by means of driven tools, e.g. rotating brooms or digging devices
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01BPERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B27/00Placing, renewing, working, cleaning, or taking-up the ballast, with or without concurrent work on the track; Devices therefor; Packing sleepers
    • E01B27/04Removing the ballast; Machines therefor, whether or not additionally adapted for taking-up ballast

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Machines For Laying And Maintaining Railways (AREA)

Abstract

ABSTRACT OF THE DISCLOSURE
A method and apparatus for removing defective railroad ties from the right-of-way in one piece and without dis-turbing the elevation, cross-level and line, of a track system. The method is carried out by first removing the tie plates from an individual tie to be replaced; forming a trench underneath the tie by the use of laterally directed scarifiers while retaining the tie in its normal position and restraining the tie against movement longi-tudinally of the track system so as to displace ballast material from underneath the tie to the next adjacent crib; applying a downward force to the top of the tie to be removed and withdrawing the tie from one or the other end. The apparatus for performing the method includes a plurality of laterally spaced-apart scarifier means adapted to be rotated about a common axis that is parallel to the longitudinal axis of a tie to be removed; a restraining means to retain the tie in its normal position while the scarifiers are rotated down and through the ballast under-neath the tie to thereby "pump" the ballast material from a chamber, the top of which is defined by the lower surface of the tie; a means for providing a downwardly directed force on the top of the tie to displace it downwardly underneath the rails of the track system; and a means for withdrawing the tie from either end. The scarifier means are configured to distribute a force in adjacent ballast material which contributes to the "pumping" action as the scarifier is inserted into the chamber formed beneath the lower surface of the tie to be removed. The scarifier means may also be configured to pump ballast on their withdrawal from the chamber underneath the tie.

Description

BACKGROUND OF THE INVENTION
1. Field of the Invention.
This invention relates to improvements in a method and apparatus for removing individual railway ties from a railroad track system without disturbing adjacent or other components of the system. The method and apparatus accomplish the desired end of removing a complete tie with a minimum of disturbance to the right-of-way, the track line or the ballast adjacent the tie as well as allowing removal of the tie from either end with a minimum side clearance requirement.
2. Description of the Prior Art.
Typical examples of prior art may be seen in United States Letters Patents Numbers 3,496,883,
3,881,422, 3,948, 185 and 4,047,280. On one hand, these patents illustrate a system that requires the actual cutting away of the wood on the top part of a tie so that it may be withdrawn from one side or the other or, on the other hand, illustrate the use of a vibratory element to displace, by compaction, material from or under a tie to allow the tie to drop down underneath the rails so that it may be withdrawn from either side. The difficulty with the brute force cutting concept ou~ht be readily apparent to those skilled in the art and is believed to have fallen into disuse by the industry with which my invention is concerned. The use of a vibratory force either to displace ballast to one side or in a downward direction is also believed to be incongruent with the principles of ballast beds for railway track systems. The use of the vibratory technique tends to compact the ballast in the very area in which it is desired to maintain the proper ballast density or distribution and relationship. Further, where a vibrating probe is to be inserted completely under the length of a tie to be removed, the difficulties of working between adjacent railway lines and on narrow right-of-ways is believed to be readily apparent as well as the clear, inherent difficulties of physically ~oving a vibrating probe completely underneath a tie to displace ballast with a V-shaped tip.
SUMMARY OF THE INVENTION
The method and apparatus of my invention permits a fast and efficient mode of operation to accomplish the longstanding problem of removing defective ties from a railway track system in such a manner that there will be a minimum effect on the condition of the ballast surrounding the defective tie and the other components of a railroad right-of-way system. My method and apparatus further provides a dramatic increase in the efficiency and speed of operation for the removal of defective ties.
The method of my invention may be carried out by engaging the top and one side edge of a defective tie while it is in position in a railway track system and then applying appropriately disposed and configured rotatable scarifying means downwardly and underneath a tie in a direction toward the side restraining means to ~,.
~ . ..

;

1~57318 provide a "shearing`' and "pumping" action to displace ballast from underneath the tie in a direction lateral to the longitudinal axis of the tie and without any further compaction of the ballast material, into a crib adjacent the tie, and then exerting a downward force to place the tie in a lowered position underneath the level of the botto~ of the rails of the track system and removing the tie by gripping either end and withdrawin~
the tie laterally of the railroad track system with a sweeping motion.
The apparatus for performing the method of my ~.
invention consists of a vertically moveable work head that extends across the width of a railway track system from which defective ties are to be removed and which includes a plurality of downwardly extending tie engaging and restraining portions at one side of the lower end and a plurality of rotatable scarifying means along the other side of the lower end and an intermediate lower portion that may rest upon the top surface of a tie to be removed. The work head is disposed for vertical reciprocation on a moveable vehicle and may be lowered as the vehicle is moving so that the tie engaging and restraining members may ride up against the side of a tie to be removed to effect a straightening operation in the case of skewed ties, at which point the vehicle is stopped and the scarifying means, each provided with a configuration that will coact with the ballast underneath the tie and the lower surface of the tie, when rotated, to "pump" ballast out ~- 3a -`~

from underneath the tie to allow the tie to be lowered when a suitable downward force is applied through the work head. Articulated tie withdrawing booms, having ~suitable tie gripping means, are provided for withdrawing the lowered tie from either end and are designed to be operated with a sweeping action for minimum side extension when a tie is withdrawn.
In one illustrated embodiment of my invention, the method and apparatus contemplate the removal of laterally spaced "pockets" of ballast material from underneath the tie by the use of the laterally rotatable scarifying implements spaced at appropriate locations along the length of a tie.
The scarifier implements may also be configured to distribute "shearing" type displacemcnt forces on the ballast to be removed upon insertion underneath a tie and to withdraw ballast in the opposite direction upon withdrawal from underneath a tie. In either case, a non-compacting removal of the ballast is effected.

These and other advantages and objects of my invention will become apparent from a consideration of the appended specification, claims and drawings.

- 3b -tl57318 ~ `IGURES 1 ancl 2 are side elevational views of my apparatus illustratinc3 the tie removing mechanism in two of the phases of operation;

FIGURE 3 is a top plan ~iew of the apparatus shown on Figures 1 and 2;

FIGURE 4 is a sectional view taken along the section line 4--4 on Figure l;

~ IGURE S is an enlarged sectional view taken along section line 5--5 on Figure 2;

~O FIGURES 6, 7, and 8 are fragmentary views of portions of the apparatus of my invention in different phases of operation;

FIGURES 9, 10, 11 and 12 are further enlarged frag-mentary views of portions of the apparatus of my invention showing the operation thereof;

FIGURE 13 is a sectional view of a defective tie of the type that is to be removed through the application of the method and apparatus of my .invention; and, FIGURE 14 is a sectional view taken along section line 14--14 on Figure 12.

~0 DESCRIPTION OF T~IE ILLUSTRATED EMBODIMENT
.. . . _ Referring now to the drawings and particularly to Fiyures 1, 2, 3 and 5, there is sllown a tie extracting apparatus indicated generally by reference character 10. The system is used to practice my method of removiny defective ties from a track system comprisecl of rails 84, ties 80, bearing plates 81, rail ancllor~; ~32, alld spi ke ~i 8 3.

T:ie extracting machine 10 includ~s a generally longi-tudinally extending main frame 11 ti~at is supported at its forward end 12 by a railroad truck 13 and includes a source of power for propulsion and operation of the various elements of my invention, 14; and, at its rear end 15, by truck 16. An operator's console 17 is shown pivotally disposed on a pivot pin 18 so that an operator may operate the tie extracting apparatus from either side of tie extractor machine 10.

At this point, it may be noted that for all essential factors, the apparatus of my invention is substantially symmetrical about its longitudinal axis and reference characters are applied to elements lying basically on the left side of Figure 5 as well as those shown in elevation on Figures 1 and 2.

A work head 20, having a box-like frame 29, is shown suspended from tubes 21 and 22 that are journaled in suitable bearings therefor as indicated by reference characters 23 and 24, respectively. It may be seen that work head 20 and all apparatus carried thereby may therefore be renoved in a vertical direction to accomplish the several functions to be described ao below, by the conjoint operation of hydraulic cylinders 25 and 26, each having piston rod members 27 and 28, respectively, connected to suitable upwardly extending connecting member 29A
on the top of frame 29. Piston rod member 28 is shown connected to member 29A through pin 28 disposed in sole 28A. The relative disposition of the corresponding connections from frame 29 to cylinder 25 are not shown in full outline as their location and configuration may easily be determined by one skilled in the art to which this invention pertains.

Three ripper teeth elements 34, 35 and 36 are non-~O rotatably disposed on shaft 32 by suitable keys (not shown) or ---` 1157318 the like, so that ripper teeth 34, 35 and 36 will be operable in unison as shaft 32 is caused to rotate about its axis. Shaft 32 is operatively connected to hydraulic cylinder 37 through piston 38 connected to ripper tooth 35 through suitable connecting means, 39. Shaft 32 is disposed in suitable journals provided in the downwardly depending portion 30 of frame 29. Cylinder 37 is also connected to frame 30 through suitable means (not shown).
Proceeding to the le~t uortion of Fig. 5 ot the drawings, an extractor frame 40 is shown as including a ripper tooth frame 41 disposed on the outer extremity of an inner-boom 64 on telescoping boom assembly 61 through appropriately disposed holes 42 in ripper tooth frame 41 and holes 43 in extractor frame 40 for rotation on pin 44. It should be noted that extractor frame 40 is, for all practical purposes, fixedly disposed on the end of inner-boom 64 on telescoping boom 61. Ripper tooth frame 41 may be rotated about the axis of pin 41 through the operation of tilt cylinder 45 that is shown rotatably disposed on extractor frame 40 through appropriate hole 46 and a pin 47. Tilt cylinder 45 includes a piston rod 48 that is connected to a pin 50 extending through appropriately disposed holes 49, on ripper tooth frame 41. A plurality of journals 51 are disposed in downwardly extending appendages on ripper tooth frame 41. A shaft 52, having ripper teeth 53, 54 and 55 non-rotatably disposed thereon, is shown extending through journals 51 on the lower portion of ripper tooth frame 41.
Each of the ripper tooth members is shown having outwardly extending wedge portions 53A and a clamp tooth portion 53B for purposes to be explained below. As ., 1~57318 shown in Figs. 1, 2, 3 and 5, the axis of rot~tion oE
shaft 52 is coinciclent with the axis of rotation of shaft 32 when the apparatus is in the illustrated mode of scarifying the ballast underneath and surrounding a tie. Shaft 52 may be caused to rotate through the operation of hydraulic cylinder 56 that is rotatably disposed on ripper tooth frame 41 through pin 57 extending through holes 58. Cylinder 56 further includes a piston rod 59 that is shown connected to ripper tooth 54 through a connection indicated by reference character 60.
The leftwardly extending telescoping boom 61 is shown as comprising an outer member 62, a middle member 63, and an inner m~mber 64. Thc outer mem~er is rotatably journaled by a pin 66 disposed in appropriately disposed holes in frame 29 through a pin member 66. The top left end section of the outer portion 62 of boom 61 is sllowll having an upwardly extend-ing portion 68 including suitable holes 69 and 70. A boom extension cylinder 71 is shown connect~d to upper extension 2n 68 on outer boom 62 through pin 72 and includes a piston rod 73 that is connected to extractor frame 40 through pin 51.
tilt cylinder 74 for boom 71 is ]ikewise connected to upwardly extending portion 29A of frame 29 I hrough appropriately dis-posed holes 75 an~ a pin 76. Boom tilt cylinder 74 is shown ha~ing a piston rod 77 connected to a pin 78 ~xtending through appropriately disposed holes 69 in upwardly exter.ding portion 68 of outer ~oom 62. It may thus ~ seen that ripper tooth frame 41 m~y he reci~rocate~ along tlle lon~itudillal axis of boom 51 ~nd ;~ be tilte(3 along an a~is perpendicular to the l^n~Jitudin21 a:;is o~ boom 61 ancL further that i)oom 61 may be tilted or rotat~(3 abollt its ri~ht cn~ along th-~ transv~rse axis esta~)iisL-~ed b! L~in 65.

~, - 7 -t~57318 Throughout the several views of the illustrated embodi-ment, it may be seen that a track system is comprised of ties 80, bearing plates 81, rail anchors 82, spikes 83, rails 84 having flanges 86 and head portions 85. The ties are shown generally immersed in a volume of ballast indicated by reference character 88 and, as may best be seen from Figure 13 of the drawings, certain voids or pockets are created and these are illustrated by reference character 89.

With further specific reference to Figures 1, 2, 9, 10, 11, 12 and 14, the ripper teeth utilized on the ripper tooth frame 41 attached to extractor frame 40 and thereby to the end of inner boom 64 are shown as having a wedge-like protrusion 53B that is adapted to engage and hold a tie 80 intermediate stop member 79 depending downwardly from the lower portion of ripper tooth frame 41 so as to releasably clamp tie 80 therebetween.

Referring to Figure 13, recessed volumes 81A in the top surface of tie 80 are shown in exaggerated di.mension to illustrate the difficulty created by the plate cuts created by the movement of traffic over the track system which necessitates the application of the principles of my invention to the facile removal of defective individual ties.

1~57318 It may now be apparent to those skilled in the art to which this invention pertains, that the operation of the tie extractor apparatus 10 is essentially of two phases; the first involving the lateral scarifying or, otherwise, displacement of ballast material from beneath the tie to be removed; and the second consisting of the withdrawal of the tie from either side of the track system by further operation of the extractor apparatus 10 after the tie has been lowered sufficiently so that the bearing plate cuts existing in a typical tie will sufficiently clear the lower surface of the flange of the rails so as not to disturb the position of the rails with respect to the remainder of the track system.
The first phase of operation contemplates a simultaneous partial rotation of all of the ripper teeth assemblies on the tie extractor frames 41 and work head frame 29 with substantially coincident axes so that, as the rippers are rotated into operative ballast displacing position beneath the tie, they will be operative in a substantially uniform position with respect to the tie to laterally displace the ballast material into an adjacent crib of the track system. For this purpose, it may be noted that the axis of rotation of the ripper teeth on shaft 52 in ripper teeth frame ~1 is displaced from the longitudinal axis of boom assembly 61 as may be seen in Figs. 1 and 2 and from this, those skilled in the art will realize that the same offset relationship will obtain or be present with respect to the extractor frame and ripper tooth frame disposed on B

1~ 57318 the outer end of the other telescoping boom assembly to which like re~erence numerals may be applied for the purpose of operation.
The second mode o~ operation contemplates that the ripper teeth assemblies disposed on the lower end of work head 20 are rotated out of engagement Witil the tie, as in the retracted position illustrated on Figs. 1 or 9, and one or the other of the extractor frame assemblies will also be retracted while the other extractor frame assembly will be retained in a firm clamping engagement with one end of a tie 80 as shown on Figs. 2 and 12.
OPER~TI~N
Tie extractor apparatus 10 is intended to be self-propelled and, for reasons of simplicity, the driving mechanism typically connected to power plant 14, is not shown. Power plant 14 also typically includes a suitable hydraulic pump system that is connected to all of the operating cylinders of the apparatus through suitable valves positioned at the operator console 17 and to the individual cylinders through suitable hydraulic tubing.
In a typical extraction of a defective tie, the apparatus is positioned over the tie as indicated in Fig. 3 of the drawings so that the longitudinal central axis of the tie is disposed alonq a line extending laterally of the track system and is substantially between journals 23 and 24 for work head tubes 21 and 22 and the axis of shafts 52 in ripper teeth frame 41 will ~ .

likewise be coincident with the axis of shaft 32 in the ripper tooth assembly disposed on the lower end of work head 20. It will be assumed that the spikes and anchors for rail 80 have previously been extracted from an effective tie, 80, and work head 20 may now be lowered to a position with the lower end resting adjacent or on the top surface o~ the tie. It may also be noted that with the apparatus in its lowered position adjacent the top surface of a tie, 80, stop members 79 extending downwardly from work head 20 and from ripper tooth frames ~1 will be coincidentally disposed along one top side of tie 80 to position or maintain the position of tie 80 with its longitudinal axis substantially, perpendicularly lateral to the track system so as to prevent movement of tie 80 during the subsequent scarifying operation of displacing the ballast from underneath the tie into the adjacent crih of the track system.
The operator may then energize hydraulic cylinders 37 and 56 to cause all of the ripper teeth to rotate about the axis of shafts 32 and 52 as shown in Figs. 2, 9 and 10 to effect a lateral displacement of the ballast adjacent and underneath a tie, 80, as the ripper teeth proceed to the position illustrated in Fig. 10. The operator may then apply the entire weight of work head 20, by suitable operation of cylinders 25 and 26, to the top of tie 80 and actuate hydraulic cylinders 37 and 56 in reverse to withdraw the ripper teeth in each of the assemblies as illustrated in Figs. 11 and 12 to thereby create a plurality of lon~itu~inally spaced-apart pockets, 89, underneath tie 80 as shown in Fig. 13. As the ripper teeth are withdrawn through the conjoint action of the wedge or barb-like protrusions on the lower surfaces of the ripper teeth and the additional weight of the work head on top of the tie, further ballast material is removed to enlarge the relative size of pockets 89 underneath tie 80. It may be noted that the forward immersion of the respective ripper teeth about their axes of rotation to a position underneath tie 80 will result in a pumping action in the chamber defined by the undersurface of tie 80 and the ballast bed below, to effect a shearing, loosening and ejection of the bal~ast material without resulting in additional compaction of the adjacent ballast material so as to retain the desired ballast bed density for proper operation of the track system. A typical lateral ballast removal operation results in a lowering of the level of a tie to approximately two inches below the level of tracks 84 in the track system and is considered to be a reasonably operative standard for the apparatus of my invention.
It may be noted that the lateral displacement of the ballast material adjacent to and underneath tie 80, in the manner presented, provides for the lateral movement or flow of ballast material, in the present embodiment, in both directions, which does not tend to compact or increase the density of the remaining adjacent ballast material that is left in place. The non-vibratory ., pumping action, including the shearing forces exerted by the ripper teeth upon immersed movement through the ballast adjacent to and underneath the tie, is believed to contribute substantially to the improved results that are obtained upon subsequent replacement of the tie and adjacent ballast.
Once the tie has been lowered, it may then be extracted by clamping one or the other of extractor frames 40 on the end of extendible booms 61 (as illustrated in Figs. 7 and 8) by clampiny the tie with ripper teeth 53, 54 and 55. The conjoint operation of wedge 53B and stop 79 and extending the boom outwardly through suitable operator control of cylinder 62 will complete the removal of a defective tie 80. Under certain circumstances, such as tie removal along a track system having limited side clearance, it may be desirable to release the tie during the process of extraction and move the end of boom 61 to a position intermediate the ends of the tie.
As shown in Fig. 4 of the drawings, extendible booms 61 may be stored in a retracted storage position for transport to other locations. This is provided by means of the suitable outwardly extending projections 90 on portion 29A of frame 29 and complementary configured projections 91 disposed on extractor frames 40 on telescoping booms 61.
B

SUPPLEMENTARY DISCLOSURE

In a second embodiment of my invention, the laterally rotatable ballast "pumping" scarifier implements are adjustably moveably disposed on the bottom of the work head for movement longitudinally of the tie to provide for the removal of ballast material from underneath the entire length of the tie to be removed.
This second embodiment is illustrated in Figures 15 to 23 in which:
Fig. 15 is a fragmentary side elevational view of a second embodiment of my apparatus;
Fig. 16 is a rear elevational view (partly in section) of the apparatus shown in Fig. 15;
Fig. 17 is an enlarged side elevational view of a portion of the apparatus shown in Fig. 15;
Fig. 18 is a rear elevational view (partly in section) of the apparatus shown in Fig. 17;
Fig. 19 is a fragmentary front elevational view of the apparatus shown in Fig. 15;
2~ Figs. 20 and 21 are enlarged fragmentary front elevational views of a portion of the apparatus of Fig. 15 shown in two different positions of operation; and Figs. 22 and 23 are enlarged fragmentary sectional views of a further portion of the apparatus of Fig. 15 shown in two different positions of operation.

DESCRIPTION OF THE SECOND ILLUSTRATED EMBODIMENT

In the second embodiment of my invention, as illustrated in Figs. 15-23, inclusive, like reference ;~

` 1157318 characters have been applied to like elements an(l it may be noted that a basic similarity is present in connection with the overall configuration of the tie extractor insofar as the main frame and transport elements are concerned.
Referring to the drawings, a tie extractor apparatus is indicated generally by reference character 100 and includes a longitudinally extending main frame lll that is provided at its rear end 112 with a railroad truck 113. It is to be understood that the other end of main frame 111 is likewise suitably supported and that a source of motive power is disposed on one or the other of the ends of tie extractor apparatus 100 and that the source of motive power may include suitable means for providing hydraulic fluid under pressure to be applied, through suitable valve means ~not shown), under the control of an operator for actuation of the various elements of the invention shown in the drawings and ~`
described below.
A work head 120 is shown vertically reciprocably disposed in a vertically oriented journal 12G extending through a horizontal portion of main frame lll. Work head 120 is shown configured to have a generally inverted T shape having a main vertical portion 121 reciprocally disposed in main frame journal 126 and a generally horizontally disposed lower horizontal portion 129. Right and left side structural members interconnect the top end of vertical portion 121 to the laterally spaced top portions of lower horizontal member , ~j 11~73~8 129. The right side includes a vertical mernber 122 and a slanting member 123 and the left side includes vertical member 124 and a slanting member 125. Right and left lift cylinders 133 and 134 are shown having their top ends disposed adjacent journal 126 in the horizontal portion of main frame 111 through appropriate means (not shown) and each has a downwardly depending piston that is shown, in the case of piston 135 on cylinder 133, in the fragmentary sectional outline on Fig. 16. The conjoint operation of cylinders 133 and 134 will serve to vertically position work head 120 with respect to the horizontal portion of main frame 111.
The vertical portion of T shaped work head 120 is shown having a surface layer of suitable plastic material, 132, such as Teflon, disposed on the four surfaces for reciprocation within journal 126 on main frame 111. Similarly, the horizontal outward portions of lower horizontal member 129 on work head 120 are provided with surface mounted areas of similar suitable plastic shown as right areas 130 and left areas 131.
Vertical section 121 and horizontal section 129 on work head 120 may be suitably attached at the center of horizontal section 129 by welding or the like.
Right and left ripper, or scarifier, slide frame members 140 and 141 are shown reciprocably disposed for horizontal movement on lower horizontal member 129 on work head 120. In view of the symmetry exhibited by the illustrated configuration, the right ripper slide frame 140 will be described in detail only. Ripper slide . .

frame 140 is shown having a downwardly depending lower end 142 which is, in essence, bifurcated to provide for the rotatable mounting of outer ripper 145 and inner ripper 155. The outermost portion of lower end 142 is provided with a tie stop 143 and is configured to receive a shaft 144 upon which is mounted a ripper, or scarifier 145, having a body portion 148 and a leading edge 149, of suitable blunt shape. Ripper 145 may be rotatably operated through operation of cylinder 146, having a piston 147, as illustrated in Figs. 122 and 123. The other end of section 142 on right ripper slide frame 140 is shown having a tie stop 153 and also rotatably carries a shaft 154 upon which is mounted a further ripper, or scarifier, 155. Ripper 155 may similarly be operated through the con]oint action of a cylinder (not shown) mounted similarly to that shown for ripper 145 and which is connected thereto through a piston 157, as shown on Fig. 20 of the drawings.
A cylinder 150 and piston 151 are shown connected intermediate the center portion of lower horizontal section 129 on work head 120 and right ripper slide frame 140 for effecting the horizontal reciprocal movement that is illustrated in Figs. 20 and 21. As will be referred to below in connection with the operation of the second embodiment of my invention, it may be seen that a plurality of ripper teeth are essentially simultaneously laterally rotatable and longitudinally moveable ~nderneath the lower surface of a tie.

A pair of swingably rotatable and longitudinally extendible extractor booms are disposed to be operable adjacent each end of lower horizontal portion 129 of work head 120. ln view of the symmetry exhibited by the illustrated apparatus, the right extractor boom is identified by reference character 160 and will be described in detail with the understallding that one skilled in the art may easily determine the relationship between the elements of the similarly constructed left boom.
Referring to Figs. 16, 17r 18 and 19, it will be seen that extractor boom 160 is provided with a top portion 161, that is swingably rotatably disposed on a pin 162 extending through right side slant frame 123 on work head 120, and further includes a lower section 163, longitudinally, slideably disposed within top section 161 for reciprocation therein as will be described below.
A swing cylinder 164 is shown connected to section 129 on work head 120 through a pin 155 and includes a piston 166 having an outer end connected to top portion 161 on extractor boom 160 through pin 167. An cxtractor boom extension cylinder 168 is shown connected at its upper end to top section 161 through a pin 169 and includes a piston 170 connected to lower section 163 through pin 171. Lower section 163 of extractor boom 160 is provided with a surface of suitable plastic, 172, for purposes as described above.
Referring to Fig. 17 of the drawings, a pair of tie ,~

clamp arms 173 and 182 are shown rotatably disposed on pins 174 and 183 that extend through the lower end 1.63 of extractor boom 160. Tie clamp arm 173 is rotatable about pin 174 through operation of cylinder 175 having one end disposed on a pin 176, and including a piston 177 connected to pin 178. A generally cylindrical tie connector means 179 is shown disposed on the lower extremity of tie clamp arm 173 for clamping, rotatable engagement with the side of a tie 80. Similarly, tie clamp arm 182 is rotatably operable about pin 183 through operation of cylinder 184, having one end disposed on a pin 185, and including a piston 186 connected to tie clamp arm 182 through pin 187. A
similarly cylindrically shaped tie connector 188 is shown disposed on the lower extremity of tie clamp arm 182 for rotatably engaging the other side of a tie 80.
It may thus be seen that tie extractor booms 160 are provided with means to rotatably engage and clamp on to the end of a tie to be removed at their lower end, are longitudinally extendible, laterally outwardly swingable about pivot pin 162 on work head 20 and vertically reciprocable, to provide a multiplicity of motions that may be combined thcough the efforts of an operator to withdraw a tie from either end from under a track system to provide a program of operation that requires a minimum amount of side clearance adjacent the track system.

OPERATION OF THE SECOND EMBODIMENT

Having determined the existence of one or more B

1 1~73~8 defective ties in a track system, the apparatus oE tie extractor 100, normally self-propelled (not shown), is moved along the track right-of-way and, as the lower portion of work head 20 approaches a tie to be removed, work head 20 is lowered to a position whereat its lower extremity is adjacent the top surface of the tie and stop members 1~13 and 153 are caused to engage one side of the tie to be removed. With the tie in a position substantially perpendicular to the longitudinal axis of the track system, tie extractor 100 is stopped. At this time, rippers 145 and 155 are in a retracted position as shown in Fig. 22 and extractor booms 160 are disposed in an outward position which may be that illustrated in Fig. 19, without the presence of tie 80. It may also be noted, as was the case with the first described embodiment, that a tie, 80, is restrained by stops 143 and 153 on the lower surface of right and left ripper slide members 140 and 141.
The operator, through appropriate valving means ~not shown), may then proceed to apply hydraulic fluid uncler pressure to the cylinders, such as 146, attached to each o the ripper teeth 145 and 155 to cause rotation from the initial position shown in Fig. 22 to the final position shown in Fig. 23 to effect a pumping action of the ballast disposed underneath the tie forwardly and upwardly to the next adjacent crib, in which stop members 143 and 153 are in engagement with the other side of tie 80, without compacting the adjacent ballast material that is not displaced. With ripper teeth 145 ~,~

and 155 in the immersed position of Fig. 23, the operator may then apply hydraulic fluid under pressure to cylinder 150 to cause movement of ripper slide frames 140 and 141 from the position shown in Fig. 20, outwardly to the position shown in Fig. 21 to effect a side-wise displacement of material longitudinal of tie 80 that may be present underneath rails 84, again without exerting any substantial compacting force os~ the adjacent ballast material underneath and surrounding tie 80. Following this, the operator may again move ripper teeth slides 140 and 141 to the center position of Fig.
20, cause a retraction of ripper teeth 145 and 155 and then complete a further cycle of rotation of ripper teeth 145 and 155 to complete the removal of the ballast from underneath tie 80. With ripper teeth 145 and 155 in the retracted position of Fig. 22, the operator may then energize lift cylinders 133 and 134 to exert a further downward force on the top surface of tie 80 to cause it to assume a lowered position underneath rails 84.
At this time in the cycle of operation, cylinders 164 and 168 may be energized to position tie cla~p arms 173 and 182 over the end of a tie 80 in the relationship illustrated in Fig. 19, and hydraulic fluid is applied to cylinders 175 and 184 to complete the clamping action of tie 80 intermediate the cylindrical tie connector members 179 and 188 on tie clamp arms 173 and 182 to rotatably clamp the end of tie 80 therebetween. Further suitable energization of cylinders 164 and 168, under ~t ~

the guidance of the operator, serves to move the clamped end of tie 80 outwardly and upwardly to withdraw the tie from under the right-of-way system including tracks 84.
It may be noted and understood that ripper teeth 34, 35, 36, 53, 55, 145 and 155 are provided with an outer peripheral cylindrical shape that is concentric with the axes of the shafts upon which they are mounted for rotation with respect to work heads 20 and 120. This provides a shearing action on the ballast underneath tie 80 with respect to the ballast bed underneath the outer peripheral surface of the ripper teeth as they are rotated to perform their pumping action to displace the ballast from underneath and adjacent tie 80 to an adjacent crib in the track system. The leading edge of the ripper teeth may preferably be configured to present a relatively blunt cross-section, at least in the area adjacent the outer peripheral portion that travels in a position adjacent the ballast bed underneath the ripper tooth.

Claims (10)

The embodiments of the invention in which an exclusive property or privilege is claimed are defined as follows:
1. The method of removing railway ties from a track system, comprising the steps of:
simultaneously engaging the top and one side of a tie to be removed to thereby restrain said tie from lateral motion and laterally pumping ballast material thereunder toward said one side of said tie;
lowering said tie; and withdrawing said tie laterally of the rails of a track system.
2. The method of claim 1 in which ballast material is displaced laterally of the tie at spaced-apart positions.
3. Apparatus for removing railway ties from a track system comprising in combination;
a vertically reciprocal work head of substantial mass and including a downwardly depending surface to be placed on the top surface of a tie to be removed and downwardly depending means adapted to engage the tie to prevent lateral motion thereof; and means operable to displace ballast material laterally of said tie.
4. The apparatus of claim 3 in which the means operable to displace ballast material laterally of the tie includes spaced-apart ripper teeth operable between a retracted position above and on the side of said tie and an immersed position underneath said tie.
5. The apparatus of claim 3 in which the means operable to displace ballast material laterally of the tie is configured to effect said displacement by pumping action.
6. The method of claim 1 in which the tie is initially disconnected from the track.

CLAIMS SUPPORTED BY SUPPLEMENTARY DISCLOSURE
7. The method of claim 1 in which the ballast material is displaced laterally and longitudinally of the tie.
8. The apparatus of claim 4 in which the ripper teeth are reciprocably operable in a direction longitudinally of the tie.
9. The apparatus of claim 3 in which the means operable to displace ballast material laterally of the tie is configured to effect said displacement by a shearing action.
10. The apparatus of claim 3 in which the means operable to displace ballast material laterally of the tie is configured to effect said displacement by exerting a force having insubstantial ballast compacting components.
CA000344272A 1979-02-22 1980-01-23 Method and apparatus for removing railway ties Expired CA1157318A (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
US1398379A 1979-02-22 1979-02-22
US13,983 1979-02-22

Publications (1)

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CA1157318A true CA1157318A (en) 1983-11-22

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ID=21762865

Family Applications (1)

Application Number Title Priority Date Filing Date
CA000344272A Expired CA1157318A (en) 1979-02-22 1980-01-23 Method and apparatus for removing railway ties

Country Status (5)

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CA (1) CA1157318A (en)
DE (1) DE3005563A1 (en)
FR (1) FR2470190A1 (en)
GB (1) GB2042613A (en)
IT (1) IT1149827B (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2632989B1 (en) * 1988-06-20 1990-10-26 Poncin Gilles DEVICE FOR CHANGING RAILWAYS
CA2093311C (en) * 1992-05-25 2003-12-16 Hannes Felber Ballast plough

Also Published As

Publication number Publication date
FR2470190A1 (en) 1981-05-29
DE3005563A1 (en) 1980-09-04
IT1149827B (en) 1986-12-10
IT8019926A0 (en) 1980-02-15
GB2042613A (en) 1980-09-24

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