US2150848A - Excavator - Google Patents

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US2150848A
US2150848A US149774A US14977437A US2150848A US 2150848 A US2150848 A US 2150848A US 149774 A US149774 A US 149774A US 14977437 A US14977437 A US 14977437A US 2150848 A US2150848 A US 2150848A
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excavator
auxiliary
drum
jib
main
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US149774A
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Shackleton Walter Lancelot
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Barker & Jones Ltd
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Barker & Jones Ltd
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    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02FDREDGING; SOIL-SHIFTING
    • E02F3/00Dredgers; Soil-shifting machines
    • E02F3/04Dredgers; Soil-shifting machines mechanically-driven
    • E02F3/08Dredgers; Soil-shifting machines mechanically-driven with digging elements on an endless chain
    • E02F3/10Dredgers; Soil-shifting machines mechanically-driven with digging elements on an endless chain with tools that only loosen the material, i.e. with cutter-type chains

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  • the present invention relates to excavators of the type in which excavation is carried out substantially continuously as distinct from excavators in which the excavation is done intermit 5 tently.
  • an excavator in which the excavation is carried out substantially continuously and to which the invention is particularly applicable is the bucket-ladder type of excavator which consists of an endless conveyor having spaced buckets, digging tools or the like mounted thereon, which are traversed over an area to be excavated and supported on a suitable beam or jib which is pivotally connected to a suitable carriage.
  • an excavator of the continuously excavating type including a supporting structure and driving gear, is provided with an auxiliary excavating apparatus, supported by or from said supporting structure and preferably driven by said driving gear, said auxiliary excavating apparatus being adapted to operate Within the field of operation of the main excavator to effect the separate removal of part of the material within said field of operation of the main excavator.
  • the auxiliary excavating apparatus may be said to operate in advance of the main excavator insofar as material which would otherwise be removed by the main excavator is previously removed by the auxiliary excavating apparatus.
  • the auxiliary excavating apparatus may be adjustable relatively to the main excavator in order to alter the disposition of the field of operation of the auxiliary excavating apparatus in the field of operation of the main excavator.
  • the apparatus is required for use in a locality in which the material to be removed lies within a substantially constant region, for instance, in a strata of substantially constant depth, the position of the auxiliary excavating apparatus may be fixed, but if desired, the auxiliary excavating apparatus may be capable of adjustment to vary the extent of its field of operation, for instance, by increasing the effective length of the auxiliary excavating apparatus.
  • the invention includes a method of mechanically excavating earth or the like in which the earth or like is separately and simultaneously removed from two contiguous strata and the removal of earth from one strata, preferably the upper, at any given time, taking place further 55 into the working face than the other.
  • the invention is particularly valuable for removing the overburden in clay-pits.
  • a suitable known type of excavator used in clay-pits is the bucket-ladder type consisting of a beam or jib which is pivotally connected to a 5 supporting carriage adapted to run along the edge of the working face'of the pit, the jib being inclined downwardly, when the carriage runs along the upper margin of the Working face, or upwardly, when the carriage is disposed at the bottom of the pit, at a suitable angle according to the slope of the working face and the angularity of the jib being adjustable for instance, by suitable rope and pulley tackle operated from a derrick mounted on said carriage.
  • the jib is 5 provided with an endless belt on which spaced buckets or diggers are mounted, the lower run of the belt, when the carriage runs along the upper margin of the working face, being usually moved in the upward direction, and having buckets upwardly directed thereon, whereby as the buckets move over the working face in an upward direction, and as the carriage is traversed along the face, material is brought up to the margin of the pit. 25
  • the clay strata commences some distance below the surface of the ground and the material above the clay strata which is called the overburden and which is unsuitable for mixing in with the clay, must be removed,
  • the work of removing overburden in the past was usually done at least partially by manual digging and at considerable expense.
  • the present invention enables the overburden to be removed during clay-excavation.
  • a suitable form of auxiliary excavating apparatus consists of a suitable rotary cutter or cutting apparatus adapted to revolve about an axis parallel with the direction of movement of the buckets of the main excavator and the cutting edges of which are so spaced from their axis of rotation that in their position nearest the working surface, they project beyond the cutting surface or plane of the main excavator and preferably by a distance equal to at least one cut of the main excavator so that if the auxiliary excavator is located on one side of the main excavator and the apparatus moves in one direction with the auxiliary excavator leading, the auxiliary excavator will remove sufficient material to preclude the main excavator from excavating such material on the return traverse.
  • the auxiliary excavator may, for instance, be arranged to'cut 2" in advance, i. e., towards the working face, of the main excavator.
  • the degree of advance of the auxiliary cutters beyond the cutting surface or plane of the main excavator. may be less than one cut of the main excavator.
  • a single auxiliary excavator may be arranged on one side of the jib.
  • two auxiliary cutters may be arranged, one on each side of the jib, for the sake of balance.
  • An auxiliary excavator or cutter may be con: structed as a hollow drum having its axis parallel to the jib of the main excavator, and supported by the jib, the drum having openings in its surface with blades disposed on one side of such openings, whereby. material excavated by the blades passes through the openings and into the drum.
  • the blades and openings may be arranged in sets, each set extending helically along and around the drum and three or more such sets of blades and. openings are preferably provided' If desired, a number of the lower blades may be adapted for detachable connection to the drum, so as to :vary the effective depth 'of the auxiliary excavator.
  • the lower end of the drum may be,
  • auxiliary excavator may be returned to the bottom of the pit by a suitable chute or conveyor means which may be supported partly or wholly by the jib or partly by the jib and partly by the derrick and such chute or conveyor means may be adjustable for the suitable direction of the excavated material into the pit bottom.
  • the material excavated by the auxiliary excavating apparatus is discharged on to a substantially horizontal or slightly downwardly inclined endless conveyor which discharges into a fairly steep chute and thence to a further downwardly inclined endless conveyor.
  • a substantially horizontal or slightly downwardly inclined endless conveyor which discharges into a fairly steep chute and thence to a further downwardly inclined endless conveyor.
  • One or both of saidendless conveyors and if desired also the chute may be adjustable as to slope and may be pivotally supported for instance at the upper end by the jib and may be supported at the lower end through a suitable pulley tackle from the derrick.
  • auxiliary excavator may consist of an endless belt supported from the jib to run substantially parallel with the main excavator belt and having spaced buckets thereon.
  • the buckets of the auxiliary excavator may, for instance be disposed opposite to those of the main excavator, so as to move over the face of the pit-in a downward direction.
  • the cutting edges of the buckets of the auxiliary excavator would project in the direction of the working face beyond the surface or plane of movement of. the cutting edges of the buckets of the main excavator.
  • a rotary cutting device for instance of the hollow drum type described above, may be longitudinally displaceable but angularly fixed upon a shaft extending lengthwise of the jib, the cutter operating in advance of the main excavator for the removal of material at any part of the working face prior to excavation at that part by the main excavator.
  • This arrangement may be employed for instance for the removal of gravel from a clay face and may be used either with or Without an auxiliary excavator such as described above for the removal of overburden.
  • Figure 1 is a diagrammatic general arrangement view of one form of construction.
  • Figures 2 and 3 are perspective views of the auxiliary excavator.
  • Figure 4 is a side elevation of the auxiliary excavator.
  • Figure 5 is a diagrammatic side view of 59. second, form of construction, the bottom end part of the apparatus being omitted.
  • Figure 6 is a diagrammatic front view corresponding to Figure 5 .but with certain of the parts in slightly different positions.
  • Figure '7. is a sectional view taken onthe line '!'i of Figure 6.
  • Both forms of construction shown in thedrawings illustrate the application of the invention to excavators of the bucket ladder type in which spaced buckets H! are mounted on endless chains H which are supported by a beam l2 depending from a carrier I3 running along .a track 14.
  • the angle of the beam l2 may be adjusted by'means of a wire rope l5 running over pulleys I6, IT at the head of a jib I8 and connected at its end to a drum I9 driven through a suitable clutch mechanism by the prime mover of the excavator.
  • the jib I8 is supported by a tie-rod 2!] which is anchored toa cantilever structure 21 extending outwardly from the carriage, which cantilever struc-1 ture 2
  • each blade 28 consists of a drum having helically arranged openings 2'! and helically arranged cutting blades or scoops 28 one for each opening.
  • the material excavated by each blade 28 passes through the 45
  • the chains ll pass overv opening 21 and falls downwards through the drum and is discharged therefrom through the conical end 29.
  • the spindle 32 is journalled in a bearing 34 supported from and adjustable relatively to the beam 52 by means of a screw and nut arrangement 35 whilst at its lower end the drum is supported through the conical bearing rim 33 by conical bearing rollers 36 mounted on a plate 3'! which is adjustable by means of screws and nuts relatively to'the beam 12.
  • the material excavated by the auxiliary excavator is discharged. on to an approximately horizontal conveyor 4! thence into a chute H to an inclined conveyor 42 which delivers the excavated material to the bottom of the pit as shown at 43.
  • the auxiliary excavator is driven from a pulley 45 by a wire rope 46 which engages a pulley ll at the upper end of the drum 25 (see Figures 1 and 2).
  • the pulley ll is preferably conically surfaced where it receives the rope to assist the tightening of the rope on the pulley.
  • the rope 46 includes a loop 43 in which is supported a weighted pulley 49 whereby the rope is constantly maintained under tension and whereby the effective length of the rope 46 is automatically adjusted for all working positions of the beam 52 and positions of the drum 26 relatively to the beam 52.
  • the conveyor All is driven from a pulley 56 through a wire rope 51 which engages a pulley 52 at one end of the conveyor 46.
  • the rope 5! includes a loop supporting a weighted pulley (not shown) as in the case of the rope 46.
  • the conveyor G2 is driven from the shaft of the pulley 52 by means of a chain or wire rope 53.
  • Means not shown may be provided for adjusting the inclinations of the conveyors ii] and 42 and such means may consist of suitable wire rope and pulley arrangements depending from the jib l8. If desired, suitable means may be provided for adjusting the vertical disposition of the drum 2% for example the bearings 34 and 3'! may be adjustable longitudinally of the beam 52.
  • FIGs 5, 6 and 7 illustrate a construction in which two auxiliary excavators E5 and 65 are employed, one on each side of the beam [2 and in which the lowermost auxiliary excavator 56 is adjustable longitudinally of the jib to vary the total depth of the field of operation of the auxiliary excavating plant.
  • the upper auxiliary excavator 35 could be adjustable or again both of the auxiliary excavators could be adjustable.
  • each of the auxiliary excavators is supported from the beam l2 by means of an auxiliary frame 68, 59.
  • the auxiliary frame as is slidable longitudinally of the beam under the influence of a pair of longitudinally fixed threaded rods iii, supported in fixed bearings H on the beam.
  • the rods '59 pass through screwed openings in the auxiliary frame 69 and are provided at their upper ends with bevel gears '13 which engage with co-operating bevel gears 15 mounted on a shaft 75 which is rotated by a hand wheel 15.
  • the main conveyor for receiving the material excavated by both auxiliary excavators is indicated at 11.
  • the auxiliary excavator 55 discharges to an approximately horizontal conveyor 16 which discharges into a chute 79, the end of which is disposed above the main conveyor H.
  • the lower end of the part lies within the part 8
  • the chute part 8! discharges to an approximately horizontal conveyor 82 which leads to a chute 83, the lower end of which is disposed above the main conveyor H.
  • the conveyors are suitably driven by wire ropes and pulleys substantially as illustrated in Figure 1.
  • the auxiliary frame $9 is provided on one side with rollers 99 secured thereto and guided in a guide 94 secured to the beam l2, whilst at its other side the guide 92 on the auxiliary frame 69 engages rollers 93 mounted on the beam l2.
  • the driving rope 93 for the auxiliary excavator 8% passes over guide rollers 9 on its way to and from the pulley ll of the excavator drum.
  • These guide rollers 9 are fixed to the auxiliary frame 59 and thus their position in relation to the pulley l! and thus the correct guidance of the rope 93 on to the pulley is maintained at all positions of the excavator 66.
  • the auxiliary excavator 65 is shown in its uppermost position and the rollers 945 and rope 93 are shown in full lines whilst the positions of the rollers 94 and rope 93 corresponding to the lowermost position of the auxiliary excavator as shown in Figure 6, are shown in dotted lines in Figure 5.
  • an excavator of the continuously excavating type including a supporting structure
  • an auxiliary excavating apparatus adapted to operate within the field of operation of the main excavator comprising a rotatable drum supported from. said supporting structure and having openings therein, a cutting blade adjacent each opening adapted to discharge excavated material into the drum through the opening at least some of said blades being detachable and the corrsponding openings closable and means for rotating said drum.
  • an excavator of the bucket ladder type including a supporting structure
  • the pro-vision of excavating apparatus including at least two excavator drtuns supported from said supporting structure, said drums having openings therein and being adapted to operate in contiguous fields and at least one of the drums adapted for axial adjustment to enable the drums to operate in overlapping fields whereby the combined field of operation of said drums can be varied in extent, a cutting blade adjacent each opening and adapted to discharge excavated material into the 7 tating'said drums.
  • an auxiliary excavator comprising a rotatable drum supported from said supporting structure with its axis of rotation approximately parallel to the plane, of excavation of the main excavator, said drum having openings in its curved. Wall with a cutting blade adjacent each opening, whereby material is excavated by the blades and passed into the drum through said openings, said drum. having a discharge outlet at its lower end for the discharge of excavated material from the drum.

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  • Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Mining & Mineral Resources (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Excavating Of Shafts Or Tunnels (AREA)

Description

Filed June 22, 1937 4 Sheets-Sheet 1 Mm) r WV Mar h 1 1 39- w L. SHACKLETON M EXCAVATOR Filed June 22, 1937 4 Sheets-Sheet 2 March 14, 1939. w. L. S-HACKLETON EXCAVATOR 4 Sheets-Sheet 3 Filed June 22, 1957 March 14, 1939. w, L, L T N 2,150,848
EXCAVATOR Filed June 22, 1937 4 SheetsSheet 4 Patented Mar. 14, 1939 UNITED STATES PATENT OFFICE EXCAVATOR Application June 22, 1937, Serial No. 149,774 In Great Britain June 29, 1936 4 Claims.
The present invention relates to excavators of the type in which excavation is carried out substantially continuously as distinct from excavators in which the excavation is done intermit 5 tently.
One example of an excavator in which the excavation is carried out substantially continuously and to which the invention is particularly applicable is the bucket-ladder type of excavator which consists of an endless conveyor having spaced buckets, digging tools or the like mounted thereon, which are traversed over an area to be excavated and supported on a suitable beam or jib which is pivotally connected to a suitable carriage.
According to the present invention an excavator of the continuously excavating type including a supporting structure and driving gear, is provided with an auxiliary excavating apparatus, supported by or from said supporting structure and preferably driven by said driving gear, said auxiliary excavating apparatus being adapted to operate Within the field of operation of the main excavator to effect the separate removal of part of the material within said field of operation of the main excavator.
The auxiliary excavating apparatus may be said to operate in advance of the main excavator insofar as material which would otherwise be removed by the main excavator is previously removed by the auxiliary excavating apparatus.
The auxiliary excavating apparatus may be adjustable relatively to the main excavator in order to alter the disposition of the field of operation of the auxiliary excavating apparatus in the field of operation of the main excavator. Where however, the apparatus is required for use in a locality in which the material to be removed lies within a substantially constant region, for instance, in a strata of substantially constant depth, the position of the auxiliary excavating apparatus may be fixed, but if desired, the auxiliary excavating apparatus may be capable of adjustment to vary the extent of its field of operation, for instance, by increasing the effective length of the auxiliary excavating apparatus.
The invention includes a method of mechanically excavating earth or the like in which the earth or like is separately and simultaneously removed from two contiguous strata and the removal of earth from one strata, preferably the upper, at any given time, taking place further 55 into the working face than the other.
The invention is particularly valuable for removing the overburden in clay-pits.
A suitable known type of excavator used in clay-pits is the bucket-ladder type consisting of a beam or jib which is pivotally connected to a 5 supporting carriage adapted to run along the edge of the working face'of the pit, the jib being inclined downwardly, when the carriage runs along the upper margin of the Working face, or upwardly, when the carriage is disposed at the bottom of the pit, at a suitable angle according to the slope of the working face and the angularity of the jib being adjustable for instance, by suitable rope and pulley tackle operated from a derrick mounted on said carriage. The jib is 5 provided with an endless belt on which spaced buckets or diggers are mounted, the lower run of the belt, when the carriage runs along the upper margin of the working face, being usually moved in the upward direction, and having buckets upwardly directed thereon, whereby as the buckets move over the working face in an upward direction, and as the carriage is traversed along the face, material is brought up to the margin of the pit. 25
Usually in clay-pits the clay strata commences some distance below the surface of the ground and the material above the clay strata which is called the overburden and which is unsuitable for mixing in with the clay, must be removed,
so that the buckets of the excavator do not engage and excavate same at the upper end of their upward movement.
The work of removing overburden in the past was usually done at least partially by manual digging and at considerable expense. The present invention enables the overburden to be removed during clay-excavation.
A suitable form of auxiliary excavating apparatus according to the invention consists of a suitable rotary cutter or cutting apparatus adapted to revolve about an axis parallel with the direction of movement of the buckets of the main excavator and the cutting edges of which are so spaced from their axis of rotation that in their position nearest the working surface, they project beyond the cutting surface or plane of the main excavator and preferably by a distance equal to at least one cut of the main excavator so that if the auxiliary excavator is located on one side of the main excavator and the apparatus moves in one direction with the auxiliary excavator leading, the auxiliary excavator will remove sufficient material to preclude the main excavator from excavating such material on the return traverse. The auxiliary excavator may, for instance, be arranged to'cut 2" in advance, i. e., towards the working face, of the main excavator. When two auxiliary cutters are provided, one on each side of the jib the degree of advance of the auxiliary cutters beyond the cutting surface or plane of the main excavator. may be less than one cut of the main excavator.
It will be appreciated that a single auxiliary excavator may be arranged on one side of the jib. Alternatively, however, and particularly in the case of a jib projecting upwardly from a carriage located at the bottom ofthepit, two auxiliary cutters may be arranged, one on each side of the jib, for the sake of balance.
An auxiliary excavator or cutter may be con: structed as a hollow drum having its axis parallel to the jib of the main excavator, and supported by the jib, the drum having openings in its surface with blades disposed on one side of such openings, whereby. material excavated by the blades passes through the openings and into the drum. The blades and openings may be arranged in sets, each set extending helically along and around the drum and three or more such sets of blades and. openings are preferably provided' If desired, a number of the lower blades may be adapted for detachable connection to the drum, so as to :vary the effective depth 'of the auxiliary excavator.
ed pulley. The lower end of the drum may be,
provided with a converging conical end which may serve as an end bearing for the drum, and also as a discharge opening for the material excavated. The material excavated by the auxiliary excavator may be returned to the bottom of the pit by a suitable chute or conveyor means which may be supported partly or wholly by the jib or partly by the jib and partly by the derrick and such chute or conveyor means may be adjustable for the suitable direction of the excavated material into the pit bottom.
In a preferred arrangement, the material excavated by the auxiliary excavating apparatus is discharged on to a substantially horizontal or slightly downwardly inclined endless conveyor which discharges into a fairly steep chute and thence to a further downwardly inclined endless conveyor. One or both of saidendless conveyors and if desired also the chute, may be adjustable as to slope and may be pivotally supported for instance at the upper end by the jib and may be supported at the lower end through a suitable pulley tackle from the derrick.
An alternative form of auxiliary excavator may consist of an endless belt supported from the jib to run substantially parallel with the main excavator belt and having spaced buckets thereon. The buckets of the auxiliary excavator may, for instance be disposed opposite to those of the main excavator, so as to move over the face of the pit-in a downward direction. In this arrangement the cutting edges of the buckets of the auxiliary excavator would project in the direction of the working face beyond the surface or plane of movement of. the cutting edges of the buckets of the main excavator.
According to a further feature of the invention a rotary cutting device, for instance of the hollow drum type described above, may be longitudinally displaceable but angularly fixed upon a shaft extending lengthwise of the jib, the cutter operating in advance of the main excavator for the removal of material at any part of the working face prior to excavation at that part by the main excavator. This arrangement may be employed for instance for the removal of gravel from a clay face and may be used either with or Without an auxiliary excavator such as described above for the removal of overburden.
The invention is more particularly described with reference .to the accompanying drawings in which Figure 1 is a diagrammatic general arrangement view of one form of construction.
Figures 2 and 3 are perspective views of the auxiliary excavator.
Figure 4 is a side elevation of the auxiliary excavator.
Figure 5 is a diagrammatic side view of 59. second, form of construction, the bottom end part of the apparatus being omitted.
Figure 6 is a diagrammatic front view corresponding to Figure 5 .but with certain of the parts in slightly different positions.
Figure '7. is a sectional view taken onthe line '!'i of Figure 6. V
Both forms of construction shown in thedrawings illustrate the application of the invention to excavators of the bucket ladder type in which spaced buckets H! are mounted on endless chains H which are supported by a beam l2 depending from a carrier I3 running along .a track 14. The angle of the beam l2 may be adjusted by'means of a wire rope l5 running over pulleys I6, IT at the head of a jib I8 and connected at its end to a drum I9 driven through a suitable clutch mechanism by the prime mover of the excavator. The jib I8 is supported by a tie-rod 2!] which is anchored toa cantilever structure 21 extending outwardly from the carriage, which cantilever struc-1 ture 2| also supports a ballast contour 22.
consists of a drum having helically arranged openings 2'! and helically arranged cutting blades or scoops 28 one for each opening. The material excavated by each blade 28 passes through the 45 At their upper ends the chains ll pass overv opening 21 and falls downwards through the drum and is discharged therefrom through the conical end 29. In the construction illustrated there are three helical rows of openings and a bearing spindle 32 and at its lower end with a conical bearing rim 33.
The spindle 32 is journalled in a bearing 34 supported from and adjustable relatively to the beam 52 by means of a screw and nut arrangement 35 whilst at its lower end the drum is supported through the conical bearing rim 33 by conical bearing rollers 36 mounted on a plate 3'! which is adjustable by means of screws and nuts relatively to'the beam 12.
In Figures 2 and 3 the element I2a is diagrammatically shown as representing a portion of extension of the beam 12.
The material excavated by the auxiliary excavator is discharged. on to an approximately horizontal conveyor 4! thence into a chute H to an inclined conveyor 42 which delivers the excavated material to the bottom of the pit as shown at 43. The auxiliary excavator is driven from a pulley 45 by a wire rope 46 which engages a pulley ll at the upper end of the drum 25 (see Figures 1 and 2). The pulley ll is preferably conically surfaced where it receives the rope to assist the tightening of the rope on the pulley. The rope 46 includes a loop 43 in which is supported a weighted pulley 49 whereby the rope is constantly maintained under tension and whereby the effective length of the rope 46 is automatically adjusted for all working positions of the beam 52 and positions of the drum 26 relatively to the beam 52. The conveyor All is driven from a pulley 56 through a wire rope 51 which engages a pulley 52 at one end of the conveyor 46. The rope 5! includes a loop supporting a weighted pulley (not shown) as in the case of the rope 46. The conveyor G2 is driven from the shaft of the pulley 52 by means of a chain or wire rope 53.
Means not shown may be provided for adjusting the inclinations of the conveyors ii] and 42 and such means may consist of suitable wire rope and pulley arrangements depending from the jib l8. If desired, suitable means may be provided for adjusting the vertical disposition of the drum 2% for example the bearings 34 and 3'! may be adjustable longitudinally of the beam 52.
It will be observed that in the condition of the excavator as illustrated in Figure 1 the buckets ii! of the main excavator are excavating along a line 6B Whilst the auxiliary excavator is excavating along a line 6i parallel to the line 6i) but disposed further into the face of the pit.
Figures 5, 6 and 7 illustrate a construction in which two auxiliary excavators E5 and 65 are employed, one on each side of the beam [2 and in which the lowermost auxiliary excavator 56 is adjustable longitudinally of the jib to vary the total depth of the field of operation of the auxiliary excavating plant. If desired, oi course, the upper auxiliary excavator 35 could be adjustable or again both of the auxiliary excavators could be adjustable.
In the construction illustrated each of the auxiliary excavators is supported from the beam l2 by means of an auxiliary frame 68, 59. The auxiliary frame as is slidable longitudinally of the beam under the influence of a pair of longitudinally fixed threaded rods iii, supported in fixed bearings H on the beam. The rods '59 pass through screwed openings in the auxiliary frame 69 and are provided at their upper ends with bevel gears '13 which engage with co-operating bevel gears 15 mounted on a shaft 75 which is rotated by a hand wheel 15.
The main conveyor for receiving the material excavated by both auxiliary excavators is indicated at 11.
The auxiliary excavator 55 discharges to an approximately horizontal conveyor 16 which discharges into a chute 79, the end of which is disposed above the main conveyor H. The auxiliary excavator iii; discharges into a chute formed of two parts 3i! and 8! of which the part 3! is fixed and the part til longitudinally movable with the auxiliary excavator 6%. The lower end of the part lies within the part 8|.
In Figure 5 the auxiliary excavator S3 is shown in a raised position with the chute part largely withdrawn from the part 81 whilst in Figure 6 the auxiliary excavator 6'5 is in a lower position with the chute part 86 largely overlapping the chute part 8|.
The chute part 8! discharges to an approximately horizontal conveyor 82 which leads to a chute 83, the lower end of which is disposed above the main conveyor H. The conveyors are suitably driven by wire ropes and pulleys substantially as illustrated in Figure 1.
The auxiliary frame $9 is provided on one side with rollers 99 secured thereto and guided in a guide 94 secured to the beam l2, whilst at its other side the guide 92 on the auxiliary frame 69 engages rollers 93 mounted on the beam l2.
The driving rope 93 for the auxiliary excavator 8% passes over guide rollers 9 on its way to and from the pulley ll of the excavator drum. These guide rollers 9 are fixed to the auxiliary frame 59 and thus their position in relation to the pulley l! and thus the correct guidance of the rope 93 on to the pulley is maintained at all positions of the excavator 66. In Figure 5 the auxiliary excavator 65 is shown in its uppermost position and the rollers 945 and rope 93 are shown in full lines whilst the positions of the rollers 94 and rope 93 corresponding to the lowermost position of the auxiliary excavator as shown in Figure 6, are shown in dotted lines in Figure 5.
In Figure 7 the chains; of the main excavator are indicated at St and a bucket of the main excavator at 95. The upper runs of the chains: are not shown but these are guided on successive pairs of rollers 95. The lower runs of the chains are guided between flanges 91 and 98 on the main frame.
I declare that what I claim is:
1. In an excavator of the continuously excavating type including a supporting structure, the provision of an auxiliary excavating apparatus adapted to operate within the field of operation of the main excavator comprising a rotatable drum supported from. said supporting structure and having openings therein, a cutting blade adjacent each opening adapted to discharge excavated material into the drum through the opening at least some of said blades being detachable and the corrsponding openings closable and means for rotating said drum.
2. In an excavator of the bucket ladder type including a supporting structure, the pro-vision of excavating apparatus including at least two excavator drtuns supported from said supporting structure, said drums having openings therein and being adapted to operate in contiguous fields and at least one of the drums adapted for axial adjustment to enable the drums to operate in overlapping fields whereby the combined field of operation of said drums can be varied in extent, a cutting blade adjacent each opening and adapted to discharge excavated material into the 7 tating'said drums.
drums through the openings, and means for ro- 3. In an excavator of the bucket ladder type including a supporting structure, an auxiliary excavator comprising a rotatable drum supported from said supporting structure with its axis of rotation approximately parallel to the plane, of excavation of the main excavator, said drum having openings in its curved. Wall with a cutting blade adjacent each opening, whereby material is excavated by the blades and passed into the drum through said openings, said drum. having a discharge outlet at its lower end for the discharge of excavated material from the drum.
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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2867046A (en) * 1954-12-20 1959-01-06 Baer Steel Products Inc Canal wall trimmer
US3936961A (en) * 1974-04-25 1976-02-10 Advanced Drainage Systems, Inc. Apparatus for covering drainage tubing with fine textured soil granules

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2867046A (en) * 1954-12-20 1959-01-06 Baer Steel Products Inc Canal wall trimmer
US3936961A (en) * 1974-04-25 1976-02-10 Advanced Drainage Systems, Inc. Apparatus for covering drainage tubing with fine textured soil granules

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