US1320144A

US1320144A - hencken

Info

Publication number: US1320144A
Authority: US
Publication date: 1919-10-28
Anticipated expiration: 1936-10-28

Description

1. K. HENCKEN.

TUNNELING MACHINE.

APPLICATION FILED AUG.14.1912. RENEWED JAN. 29, 1919.

Patented Oct. 28, 1919.

8 SHEETS-SHEET 1.

J. K. HENCKYEN. TUNNELING MACHINE.

APPLICATION FILED AuG.14. 1912. RENLwED JAN. 29.1919.

1 ,320,144. Patented Oct. 28, 1919.

f Y.; f 8 SHEETS-SHEET 2- -1. K. HENCKEN.

TUNNELING MACHINE. APPLICATION FILED AUG.I4. 1912. IIIsIIEwED IAN. 29, 1919.

1 ,320, l 44. v Patented Oclt.. 28, 1919.

8 SHEETS-SHEET 3- l. K. HENCKEN.

TUNNELING MACHINE. APPLICATION FILED AuG.1-1. 1912. RENEwED 11111.29, 1919.

Patented 0111. 28,1919.

8 SHEETS-SHEET 4.

fyi/tumour J. K. HENCKEN.

TUNNELING MACHINE.

APPLICATION FILED AUG.14,1912 RENEWED JAN. 29,1919.

'1,320, 144. Patented 0011.28, 1919.

s SHEETS-SHEET 5. 74

@wi/Waeco' l '56 Y J. -K. HENCKEN.

TUNNELING MACHINE.

APPucATloNFILED AuG.14.1912.-RENEWED JAN.29,1919.

Patented Oct. 28, 1919.

8 SHEETS-SHEET 6.

/nbenfoi foi/{mamey- J. K. HENCKEN.

TUNNELING MACHINE. APPLICATION man AuG.14.191.2. RENEwED 1AN.29,1919.

Patented Oct. 28, 1919.

B SHEETS-SHEET 7.

J. K. HENCKEN.

TUNNELING MACHINE.

APPLICATION FILED AUG.14, 1912. HENEwED 1AN.29.1919.

1,320, 144, Parenfed 001. 28, 1919.

8 SHEETS-SHEET B.

1,913.16 @17 99913 @if @2a JOHN K. HENCKEN, yor New` YORK, N. Y.

. frUNNELING-MACHINE.

Specification of Letters Patent.

rateliteaioct, as, 1919.

Application 1aed August 14,1912, serial No. -vles'zsizenefemiery 29, 1919. serial No. 2731179.

To all Awhom t may concern:

Be it known tllat I, JOHN K. HENCKEN, a citizen of the United States, residing at Iborough of Manhattan, fcity of New York, in the county of New York and State-of New York, have invented certain lnew and useful Improvements in Tunneling-Machines, of which the following is .a specification, reference being had therem to the accompanying drawings, formlng part thereof.

My invention relates to tunneling machilies, and means enibodying my invention are adapted for excavating tunnels, shafts, etc., without blasting or drilling.

An object of my invention is to prov1de effective nleans .for rapidly lboring or wearing away of the tunnel heading.` Another object is to provide (-(mvenient means for disposing of the material which is excavated. Still other objects and advantages of my invention will appear from the followingl description. e

1With these objects in View my invention comprises various novel features of construction and arrangements and combinations of parts as will hereinafter more fully appeal'.

I sllall now describe the embodnnent of my invention illustrated in the accompany.- ing drawings and shall there-after point out my invention in claims.

A'Figure 1 is a central transverse longitudinal section of the front part of a. machine embodying my invention, shown in operation.

Fig. 1A is a view similar to Fig. 1 of the rear end of the machine and is a continuation of Fig. 1 on the right thereof.

Fig. 2 is a front eleva-tion of the machine.

Fig. 3 is partly a front elevation and partly a transverse sectional elevation taken on the line 3-3 of Fig. 1.

Fig. 4 is a transverse sectional elevation taken on the line 4 4 of Ilig. 1.

Fig. 5 is a transverse sectional elevation taken on the line 5 5 of Fig. 1.

Fig. G is a partial plan and partial longitudinal sectional detail of one of the centrifugal hammers, and

Fig. 7 is a side elevation of the same.

Fig. 8 is a side elevation, and

Fig. 9 is a plan of a portion of one of the driving sprocket chains.

Fig. 10 isa-transverse sectional detail of a portion `of the completed lining as laid by my machine.

Figs. 11 to 15 inclusive, are face views of different forms of hammers.

Figs. 16 to 20, inclusive, are edge views of hammers, showing different ways of manipulating them.

Fig. 21 is a. diagrammatic view of my diameter gage.

Fig. 22 is a diagrammatic View of my vib 'ator safety device.

. Fig. 23 is a diagrammatic view of my alinement device.

To cut or bore the tunnel heading, I enlploy a series of centrifugal hammers which are arranged longitudinally upon a transverse shaft, which shaft is made to rotate about an axis coincident with the central longitudinal axis of the tunnel. This shaft (i extends diagrammatically across the tunnel heading, as shown in Figs. 2 and 3,

' and is supported upon bearings which are connected by spider braces 7 to the rotative head of the machine. The rotation of this head, which Will be hereinafter described, causes this hammer-bearing shaft 6 to be rotated bodily about a central axis. This hammer-bearing shaft 6 is also rotated upon its own longitudinal axis by a moto-r 8 mounted upon the shaft near its middle.

The centrifugal hammers, which are mounted at Aintervals along the shaft 6, are preferably of the construction shown in detail in Figs. G and 7, and each comprises a jointed arm extending radially from the shaft and two hammers pivoted to the outer end of the arm. As shown, the jointed arm consists of the rigid melnber 9, which is set or fixed upon the shaftl 6 in any suitable Way, as -by a key and set screw, and has two arms extending radially oppositely from the shaft 6 and the outer end of. each of these radially extending arms is bifurcated, and pivoted within each 'bifurcation is all outer freely swinging arm 10 on the outer end of which are pivoted two hammers 1.1.. This jointed arm Iconstruction resembles the human 4arm in constructionand operation, and has proven to be extremely eifective and durable in operation. The hammers 11 of each pair are arranged sideby side, and are provided with a triangular opening 12, through which the rearwardly extending triangular ends of the pivot pin 13 may pass, but whichY is so arranged, that the hammer will be held outwardly by centrifugal force so that the triangular opening 19. is reversed to the triangular end of the pivot pin 12 and the hammers are there'by locked on their pivots by centrifugal force, and this lock is made secure by a pin 13A (Fig. 7). Thel halnmers shown in F igs, 1, 6 and 7 are triangular, and their faces are arcuate corresponding substantially yto the arc swept out by them, and the angle of their impact faces is therefore self-sharpening. This sharpening of the cutting angle of the hammers 11 is due to the wiping and consequently grinding action produced upon the arcuate faces, by which the cutting point which follows the one doing the cutting is ground sharp; also this grinding goes on at times when no cutting blow takes place, such as when the rock or other gritty material breaks away slightly in advance. By reason of the occasional rotative shifting ofthe cutting hammers 1l, their cutting points are successively brought into action. Instead of 'being triangular, the hammers may be of various suitable shapes, and in Figs. 11 to 15, inclusive, I have shown a quadrangular and a pentagonal hammer, each with arcuate faces, a circular, and two irregular shaped hammers. As far as possible their central openings correspond in shape to the periphery of the hammers. That is to say, the hammer is provided centrally with an angular pivot opening having the same number of angles as the working face, and it is to be noted this pivot opening is arranged so that the angles of the pivot opening are located upon diameters which fall midway between the angle of the working face at the other or opposite side of the central axis, as appears in Figs. l, 7, 11 and 12 of the drawings.

As shown in F igs. 6 and 7, the outer or swinging arm 10 may have an angularly projecting arm 14 extending at substantially right angles to the arm 10 in the direction of rotation of the arm 10, and is in all respects a duplicate thereof, so that either arm may be interchangeably connected to the hammers 11. This arm 14 serves as an inertia member to assist in the quick release of the hammer in case the material encountered is too hard to be penetrated by the impact of the blow. Vhen the hammer strikes, the inertia of the arm 14 carries the arm outward and assists in releasing the hammers from the material and thereby loosens the j ar which is transmitted to the rigid arm 9. Two pairs of hammers are thereby arranged radially oppositely to each other and it is apparent that, as the shaft 6 is rotated upon its axis by the motor 8, centrifugal force will hold the hammers 11 outward in a radial line in alinement with the arm 9, and

that centrifugal force will tend to hold them in this position and that this tendency is slightly reduced by the weighted angular extensions 14. For the sa'ke of clarity, these extensions 14 are not shown in the assembly views. The centrifugal hammers are arranged yspirally about the shaft (i, as shown in liig. 1, so that the halmners impart a succession of blows upon the face of the rock.

Instead of a pair of hammers 11, various members and sizes of hammers may be employed, according to the work to be done. For instance the end of the. arm 10 may be bifurcated and one hammer mounted therein, as shown in Fig. 16. Alsowhen it is merely desired to cut channels instead of breaking the material into small particles, one or more very thin hammers 11 may be used, spaced at the desired distance apart, as shown in Figs. 17 to 20, inclusive.

The rotary head of the machine has a front shield or bulkhead 15, which has a transverse central slot or opening through which the centrifugal hammers work upon the face of the rock or other material which is being bored. The rotary hammers are inclosed in a cylindrical casing or shield 16, which has at its front side a longitudinal opening registering with that in the front bulkhead 15, and at its rear side has a substantially central cylindrical opening com municating with the discharge or out-let pi pe. 17, as willbe later described.

Due to the arrangement of the hammers upon the shaft 6, while the outer hammer may cut beyond the casing to any desired extent, they will be rotated in an arc such that they will not cut squarely up to the outer edge of the full diameter of the tunnel at the extreme face of the tunnel, and to assist the outer pairs of hammers, an auxiliary centrifugal hammer device 18 may be employed, as shown in Figs. 1 and 3. This hammer device 1S is arranged at the outer edge of periphery of the rotating head just back of the front bulkhead 15, and is rotated by a motor 19 just back of an opening provided for this purpose in the bulkhead 15. This hammer device 18 discharges the pulver-ized rock or material through the ipe 20 into the cylindrical casing 16, where t 1e pulver-ized rock is further comminuted by the action of the hammers until it is reduced' to suiiicient ineness to pass through the opening in a sieve or screen 21 controlling the opening into the outlet or discharge pipe 17.

To facilitate the rotation of the head, a number of anti-friction rollers 22 are 'provided about the front head or bulkhead 15, whichreceive the thrust and rotate over the face of the tunnel heading. The rotative head is rotated by means of the worm 23 (see Figs. 1 and 5), which meshes with a worm Wheel 24 which is secured to a rearwardly extending conduit 25 having a pluis made.

'rality of passages, as will appear'later, and arranged in alinement with the outlet pipe 17, as shown in Fig. 1. This conduit 25 is connected to an annular 'supporting frame or plate 26 by spiderarms 27, and this annular frame 26 is connected by braces 28 to the head which includes the cylindrical shield 29 and the front shield or bulkhead 15. The worm 23 is continuously rotated by any suitable source of power applied to the shaft 30, such as the motor 30 shown as geared thereto (Fig. 5), and it is apparent that through these means the head of the machine is continuously rotated: The annular frame 26 is flanged at its periphery as shown in Fig. 1, and rides upon anti-friction rollers 31. i

By the means above described, the boring Turning now to the disposition of the material which is cut out and broken up by my centrifugal hammers, the walls of the conduit 25 are cored out toy provide a plurality of annular conduits to conduct air, water, cement, etc., to the head of the machine, and I have shown an air conduit 32 and a water conduit 33. Compressed air enters from an outside source through the pipe 34, which communicates with the air conduit 32 and water is forced in under pressure through Ithe pipe 35 which communicates with the water conduit 33. The coml'nressed air passes through the pipe 36, which communicates with the front end of the air conduit 32 and which leads to the motor 10 which operates the peripheral hammer device 18, and through one or more pipes 37 which open into the interior of the revolving head, and escapes from these pipes 37 and Jfrom the motor 19 into the chamber of the revolving head and passes into the cylindrical hammer shield 16 and out through the conduit 25 and exhaust pipe 17 The water which enters the conduit 33 passes through a pipe 38 which communlcates with the water conduiftI 33 and leads to the opening in. the

Y front of the shield 16 and serves to direct the water upon the tunnel heading which is being operated upon. The Water then passes through the shield 16 and rearwardly through the conduit 25 and the exhaust pipe 17 as Vdoes the compressed air. These outwardly moving fluids carry with them the broken rock and this is disposed of by the mechanism illustrated in Fig. 1A. l

Leading off from Vthe exhaust pipe 17 is the conduit 3 9, which communicates with a sand measuring receptacle 40, and leading oil from the `exhaust pipe 17 in rear of the' pipe 39` is a pipe 41 which leads to a broken stone measuring receptacle 42, defiectors being provided at the entrance to the receptacle to direct the material to the bottom of the receptacle, and self closing gates or valves 48 Ibeingprovided at the top of each receptacle opposite the inlet to shut off thev draft when the receptacles are full.v Both of these receptacles communicate through manually controlled valves with a conduit 43, ywhich 'leads downwardly into a grouting machine 44. A cement receptacle 45 arranged at the rear of and bctweenfthe receptacles 40 and 42 also communicates through a manually controlled valve with the conduit 43 and through these means the sand and cementare admitted to the grouting machines for mixing to form concrete in the usual way. A manually controlled screen 46 is arranged across the entrance to the sand pipe 39, in the position shown in Fig. 1A and a manually controlled inclined screen 47 is arranged at the entrance to the broken stone pipe 41 and extends partially across the pipe 17, and the mesh of the screen is such that only sand can pass through the screen 46 into the sand receptacle 40, and part of the coarser material will be deflected by the screen 47 into the broken stone receptacle 42 through the pipe 41. The

outlet pipes

200 and 201 for the receptacles 40 and 42 lead into a return pipe 201 (Fig. 1^) which leads back to the exhaust pipe 17, and -in this return pipe an auxiliary exhausting device 201l is preferably provided. The draft-in the pipes is so regulated that it is stronger through the pipe 39 than it is through the pipe 17 with the result that sand will :be drawn up through the screen 46 as long as the gate or valve 4S is open: while the draft through the pipe 41 is less strong than through the pipe 17, With the result that the sand will be drawn on out of the pipe 17 through the screen 47, while the broken stone will be deflected into the pipe 41 by the inclined screen 47. The surplus material at all times passes out of the exhaust pipe 17 and is disposed of at the rear in any suitable way, and when the valves 48 are closed and no material is heilig diverted to the receptacles 40 and 42, it is apparent that all of the exhaust material passes outl of the pipe 17. v

To advance the machine as the boring is made, continuous power-driven means are provided, which will -now be described. Disposed about the periphery of the shield back of the head of the machine are six carriages consisting of suitable frames 49 (Figs. 1 and 5) in which are journaled two sprocket wheels 50 and 51 in front and rear respectively, and a Sprocket'drive chain 52 passes around these two sprocket wheels as appears at the bottom in Fig. 1. This chain is composed of a succession of pivoted links'separated by sleeves about the pivots, which Vserve as anti-friction rollers, as shown in matically laid as part of the lining of the tunnel, as will hereinafter appear. The sprocket chain 52 passes underneath the central guide frame 53 provided with guide rollers 51 at its ends (Fig. 1) and the chain rides upon the lining to the tunnel which has been laid, as will hereinafter be described. To actuate these sprocket chains, means are provided for rotating the rear sprocket wheel 51 of each carriage consisting of the worm wheel 51 rotative with the sprocket wheel 51 and engaged by a worm 55 on the end of which is a sprocket wheel 56, and these six sprocket wheels are connected and driven by a sprocket chain 57, which is continuously rotated by a motor 5S (see Fig. 5) of any suitable kind. By these means the sprocket wheels 50 and 51 of each of the six carriages are continuously rotated and the combined tractive effort of the chains 52 is ample to force the machine ahead at a continuous rate of speed, dependent upon the rapidity with which the chain 57 is driven by the motor 58.

In order to change the direction in which the machine is driven ahead, as is necessary in turning corners, for example, means are provided for changing the relative radial disposition of the sprocket wheels 50 and 51. As shown in Fig. l, the sprocket wheel 50 is journaled in bearings 59, which are radially adjustable relative to the tunnel opening, and the radial disposition of the bearings 59 is determined by a screw 60, which is controlled by .a hand wheel 61, and the bearing is yieldingly forced radially outward against the wall of the tunnel, by a stiff coiled spring 62, so that the sprocket wheels will yield in case they encounter any unevenness due to wearing or breaking of any of the hammers, or other reason. A hand wheel 63 controls the adjustment of the bearing in which the rear sprocket wheel 51 is journaled through similar means, while the radial disposition of the guide frame 53 is controlled through a similar means by a central hand wheel 64. It is now apparent that, by adjusting the relative radial positions ofthe front and rear sprocket wheels 50 and 51, through the means just described, the direction of the movement of the machine may be altered at will. The carriage frames 49 are secured to the cylindrical shield 65 of the machine by angle irons'66, as shown in Fig. 1. A rear bulkhead 67 is also secured to the shield 65 and is provided with a central opening which serves as a bearing for the rotative conduit 25, antifriction rollers 68 being provided for this purpose. This rear bulkhead 67 is provided with two doors 69, as shown particularly in Fig. 5, to provide access to the forward part of the machine, and also with a sight opening 70 to enable the operators to inspect the forward part of the machine without entering it.

It is apparent thaty means for first coating the rough walls with a layer of thin concrete and for then winding overlapping and interlocking steel ribbons spirally about the tunnel walls, and for then coating this lining with a second layer of thin concrete, and for then winding a second lining of steel ribbon spirally over this second concrete coating, and for then laying a plurality of longitudinal steel ribbons, and for then lining the entire walls with coarse cement which may be made in the apparatus shown in Fig. 1A. Entering the exhaust pipe 17 at the point where it makes a turn, as shown in Fig. 1, is a ribbon conduit 7l, which extends centrally into the rotative conduit 25. A packing gland 72 is provided to make the joint between the pipes 71 and 17 air tight, and two steel bands or ribbons 73 and 74: enter through this conduit 71 and pass out over the wheels or

pulleys

75 and 76, respectively, at the periphery of the tunnel opening, the former in advance of the latter. Gaskets 77 are provided in the conduit 71 to prevent the escape of any air or water through the con duit 71. These reels 75 .and 76 are rotated by pinions 78 and 79, respectively, on the axes of which they are mounted to rotate therewith (Figs. 1 and 3), and which mesh with a stationary circular rack 80 extending about the shield of the machine just' ahead of the supporting plate 26. The ribbon 73 is ianged, as shown in detail in Fig. 10, and the ribbon is spun about the periphery of the tunnel as the head revolves, so that the successive windings of the ribbon interlock, as shown in Fig. 10, to form the outer layer of the lining of the tunnel. The ribbon 74 is flat and the successive windings are merely wound side by side by the reel 76. To straighten out any folds in the ribbons as they pass over their spools, smoothing wheels 102 and 103 (Fig. 3) are mounted in slidable bearings and are pressed by springs against the peripheries of the

reels

75 and 76, respectively, and each ribbon passes between the peripheries of its respective smoothing wheel and reel and is smoothed thereby. These wheels also serve to hold the ribbon tightly over their reels and to produce a tractive effort which will cause the ribbons to be laid under tension. This is important where `the boring is beinrv made through sandy or soft material willich is not self supporting.

Before the ribbon 73 is spun in place, thev walls are coated with a thin coating of fine concrete and another coating of fine concrete is immediately laid upon this lining of ribbon 73. As shown in Figs. 3 and 4, these respective coatings are spread by two nozzles 81 and l82, the former of which precedes the reel 75 and the latter of which follows the reel 75, and these nozzles 81 and 82 communicate with the common concrete pipe 83 into which the fine concrete is forced from any suitable source into thc pipe 83. If it be desirable to use asphalt for these linings instead of concrete, it will be necessary to keep the asphalt hot so that it will flow sufficiently freely, and for this purpose electrical conducting wires 84 may be wound around the pipe 83 and its two branches,

as shown, and an electrical current passed through these conducting wires in order to maintain a high temperature.

In the illustrated machine, there are in all six longitudinal ribbons 86 laid, as shown in Figs. 1, 4 and 5, one ribbon being laid by each carriage. This ribbon is laid longitudinally of the tunnel between the downward projections of the side links of the sprocket chains 52 as the chain moves along,

and is fed over a pulley 87 from a reel or other suitable source of supply from the rear.

The final layer of the lining is a thick layer of coarse concrete 88, which is laid upon the longitudinal ribbons 86 and upon the outer lining formed by the

ribbons

73 and 74, and the interposed thin concrete. This layer of coarse concrete is forced out of the grouting machine by air, which is admitted through the pipe 89, for the purpose of agitating the mixture, and enters the pipe 85 and, under the control of a manually operated valve 90, passes on to the two branch pipes 91 and 92 which open underneath the cylindrical shield 93 of this portion of the machine at diametrically oppo- Y site points. This' layer of concrete 88 is thus forced underneath the shield by the air pressure and fills up the entire space under the shield, and steam is admitted through the pipe 94 into the

steam chambers

95 and 96 in the shield 93, and this steam serves to quickly set the concrete 88. To permit the shield 93 to slide freely over the layer 88 of concrete as the machine advances, this layer of concrete may be coated with paraiin or other lubricant, which enters from any suitable source through a plurality of pipes 97 at various points about the periphery of the tunnel. layer 88 of coarse' concrete is formed of the broken stone andv sand which enters from the respective receptacles 40 and 42 into This inner l layer of fine concrete, then with a s iral steel lining, then with another thin ayer of fine concrete, then with another spiral steel lining, then with longitudinal reinforcing ribbons, and then with a thick la er of coarse grout. The cores 98 and 99 are carried by the shield 93 and form the sewer and wire conduits, respectively, in the concrete lining at the bottom of the tunnel. The conduit 43 (Fig. 1A) has a branch 100 leading ofi' therefrom to enter a grouting machine (not shown), admission -to which is controlled by two-Way valve 101, which may be used alternately while the other is being charged.

It will be apparent, that, with the hammers arranged close together upon the shaft 6 and with these hammers revolved bodily over the face of the tunnel, as above described, the rock will be reduced to very fine fragments, and that. the face of the rock will be completely cut away as the boring progresses. With the hammers farther apart upon the shaft 6, however, and particularly if the shaft 6 be reciprocated over the face of the rock instead of revolved bodily about its center as an axis, grooves will beY cut by the rotating hammers and the rock between the planes of rotation of the hammers will not be cut away. The hammers would be so set when it is not desired to break up the material being bored into small fragments, as, for example, in coal mining. The construction of hammers illustrated in Figs. 11 to 2O is espeleft by them. Such saws may be operated v as shown in Fig. 2, in which two

reciprocative saws

104 and 105 are employed at opposite sides and opposite ends of the operating slot in the front bulkhead 15. These saws are arranged just back of the bulkhead 15 and slide upon guide pins 106 which are secured to and carried by the saws and project through guide slots 107 in the bulkhead 16. These saws' arev reciprocated by cranks. The saw 104 is reciprocated bya pitman 108, which is operated by a crank 109 on a sprocket wheel 110 mounted on the back of vthe bulkhead 1 5. and rotated by a sprocket chain 111, which is driven by the sprocket wheel 112 o n the shaft of the pulley 76. The saw 105 is operated by a pitman 113, which is operated by a crank 114 on the sprocket wheel i1 15, which is rotated by a sprocket chain 116, this sprocket chain being driven by the sprocket wheel 117, which is mounted on the shaft of the motor 19, as appears 1n Figs. 1 and 2, the

parts omit/ted in Fig. 1 Lto avoid confusion being of substantially the same construction as the corresponding parts there shown for operating the other saw 104 and as clearly appears in Fig. 2.

In order to be always informed whether or not the machine is Working properly, I provide certain safeguards. To determine the diameter of the tunnel which is being cut, I provide on the rotary head the diameter gage illustrated by a diagram in Fig. 21. A spring pressed rod 120 slides through an opening in the shield 29 and carries at its outer end an antifriction wheel 121 which, rotates about the periphery of the tunnel. The device is so set that the inner end of its rod 120 is in position to operate on a pivoted contact lever 122, and if a hammer breaks or for any reason the cut is smaller than that for which the machine is set, the rod 120 is pressed in thereby and operates the contact lever 122 to close the

electric contacts

123 and 124 and sound an alarm as an electric bell 125, or, by means of suitable arrangements, as is well understood in the engineering art, this device may perform other functions. y

Another automatic safety device is a vibrator cut out diagrammatically illustrated in Fig. 22. In the bulk head 67 I provide a vibratory electric contact member 126 normally out of contact with a stationary electric contact 127. When .for any reason the cut made by the machine is uneven, as would be caused, for instance, by the breaking or undue wearing of the hammer, unusual vibration results as the machine is advanced and the vibrating member l126 is thereby caused to close the switch kstationary contact 127, and an alarm may be sounded or other operations performed as in the case of the diameter gage.

To determine whether or not the machine is advancing in a perfectly direct line, an alinement guide may be used, such as is illustrated diagrammatically in Fig. 23. On the bulkhead 67 two pulleys 128 may be provided over which runs an electric conducting wire 129, which is connected at one end to a contact guide 130 suitably located at the rear of the machine, and whichy passes rearwardly through an eye in the Contact guide 130 and is fed out from a reel (not shown) at the rear of the machine. The contact guide 130 is so positioned that when the head of the machine is headed inthe right direction, the conductor 129 passes through the eye in the guide 130 without making contact therewith, but if the head of the machine turns from direct alinementl with the rear of the machine, the conductor 129 contacts with the the side of the eye in.

the guide 130, and ycloses an electric circuit through the battery131. This electric circuit may, as in the case of the other safety devices, be employed to sound an alarm to cut off the power from the machine.

It will be noted that the rollers 22 are adjustable toward and away from the tunnel heading to vary the depth of the cut.

It is obvious that various modifications may be made in the construction shown and above particularly described Within the principl-e and scope of my invention.

I claim 1. In a tunneling machine, a centrifugal hammer device comprising a rotative hammer having a peripheral working face -provided with av plurality of salient angles forming cutting edges and provided centrally with an angular pivot opening having the same number of angles as the working face and arranged so that the angles of the pivot opening are located upon diameters which fall between the angles of the working face at the opposite side of the central axis, a pivotally jointed arm having an outer member and an inner member, a pivot pin carried by the outer member of the arm and ttinv with sufficient looseness in the angular pivot opening of the hammer'to occupy one of the angles of this opening, and means engaging the inner member of the arm for operating the arm and the hammer carried thereby.

2. In a tunneling machine, a centrifugal hammer device comprising a rotative shaft, a jointed arm having an inner member rotatively carried by the shaft and having an outer member ypivoted to the inner member, a hammer pivoted to the outer member of the arm and having an arcuate face terminating in salient angles forming cutting edges, and means for rotating the shaft to operate the hammer.

3. A cutting head for tunneling machines comprising a transverse shaft, a plurality of hammer devices carried by the shaft and arranged along the length thereof, each hammer device comprising a rigid arm extending radially from theshaft, a freely swinging arm pivoted to the outer end of the rigid arm, and a hammer pivoted to the outer end of the pivoted arm, means for rotating the Vshaft upon its longitudinal axis, and means for rotating the shaft about its transverse central axis substantially coincident with the longitudinal axis of the tunnel.

4. A cutting head for tunnelin machines comprising a transverse shaft, a p urality of centrifugal hammer devices carried oy the shaft and arranged along the length thereof, each hammer device comprising a jointed arm extending radially from the shaft, and a hammer provided with arcuate faces ivoted to the outer end of the arm, means or rotating the shaft upon its longitudinal axis,

opening, a transverse shaft carried by thehead, a plurality of centrifugal hammers carried by the shaft and arranged along the length thereof, means for rotating'thelshaft upon its longitudinal axis and adapted operate through the opening in the front end closure of the head, and means for rotating the head.

6. A tunneling machine comprising a rotative cutting head forming an inclosing shell having a front end closure provided with a transversely slotted opening, means to rotate the cutting head,` cutting means adapted to operate through said slotted opening, and feeding means to advance the cutting head along its axis' of rotation as the cutting is' made. V

v7. A tunneling machine comprising a rotative head having a front end closure provided with a transversely slotted opening, a transverse shaft carried by the rotative shaft in proximity to and parallel with said transversely slotted end opening in the head, a plurality of centrifugal hammers carried by the shaft land arranged along the length thereof to operate through said slotted opening in the end of the head, means to rotate the shaft upon its longitudinal axis, means to rotate the rotative head, and an auxiliary cutting device disposed at the periphery of the rotative head and operative to cut about the periphery of the tunnel in proximity to the tunnel heading to provide clearance for the rotative head.

8. A tunneling machine comprising a rotative head, a transverse shaft carried by thel rotative shaft, a plurality of centrifugal hammers carried by the shaft and arranged along the length thereof, means to rotate the shaft upon its longitudinal axis, means to rotate the rotative head, and an auxiliary cutting device disposed at the periphery of the rotative head and-operative to cut about the periphery of the tunnel in proximity to the tunnel heading, comprising a centrifugal hammer device rotative upon an axis isubtantially parallel to that of the rotative 9. A tunneling machine comprising a rotative head, a transverse shaft carried by the rotative shaft, aplurality of centrifugal hammers carried by the shaft and arranged along tl1e`length thereof, means to rotate the shaft upon its lon `tudinal'a.xis, means to rotate the rotative iary cutting device disposed at the periphery of the rotative head and operative to cut about the periphery of the tunnel in proximity to the tunnel heading, comprising a roltative shaft extending substantially parallelfo'the axis of the-rotative head, a radially extending arm rigidly secured to the shaft, a freely swinging arm pivoted to the outer end of the rigid arm, Va. hammer pivoted to the outer end of the pivoted arm, and means to rotate the shaft; f

10. A cutting head for tunneling machines comprisilg a transverse shaft, a p urality of hammer evices carried bythe shaft and arranged along the length thereof, each hammer device comprising a rigid arm extending radially from the shaft, a freely swinging arm pivoted to the outer end of the rigid arm, and a hammer kpivoted to the outer end of the` pivotedarm.

11. In la tunneling machine, a centrifugal hammer device comprising1 a, rotative cutting hammer having a perip eral working face provided with a pllurality of salient angles forming cutting e ges and provided centrally with an an llar -pivot' opening having the samel num er of-angles as the working face and arranged so that the anles of the ivot opening are located upon iameters wIlJiich fall substantially midway between the angles of the working face at the opposite side of the central axis, and means for carrying and operating such hammer including a pivot pin' fitting with sufficient looseness in the angular pivot open ing of the hammer to enter one of the angles of this opening.

12. In a tunneling machine, a centrifugal hammer device comprising a rotative cutting hammer, of substantially triangular shape having sharp cutting edges formed by the angles of the triangle 'and provlded centrally with a substantially triangular pivot opening the triangular sides of which extend substantially in the same directlonas the triangular sides of the working face of,

ead, and an auxil-