US3613383A - Tunneling shield with breasting doors - Google Patents

Tunneling shield with breasting doors Download PDF

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US3613383A
US3613383A US53400A US3613383DA US3613383A US 3613383 A US3613383 A US 3613383A US 53400 A US53400 A US 53400A US 3613383D A US3613383D A US 3613383DA US 3613383 A US3613383 A US 3613383A
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Prior art keywords
shield
doors
breasting
door
rearwardly
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US53400A
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Tyman H Fikse
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JAMES S ROBBINS AND ASSOCIATES Inc
Robbins & Assoc James S
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Robbins & Assoc James S
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    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21DSHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D9/00Tunnels or galleries, with or without linings; Methods or apparatus for making thereof; Layout of tunnels or galleries
    • E21D9/12Devices for removing or hauling away excavated material or spoil; Working or loading platforms
    • E21D9/124Helical conveying means therefor
    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21DSHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D9/00Tunnels or galleries, with or without linings; Methods or apparatus for making thereof; Layout of tunnels or galleries
    • E21D9/06Making by using a driving shield, i.e. advanced by pushing means bearing against the already placed lining
    • E21D9/08Making by using a driving shield, i.e. advanced by pushing means bearing against the already placed lining with additional boring or cutting means other than the conventional cutting edge of the shield
    • E21D9/0875Making by using a driving shield, i.e. advanced by pushing means bearing against the already placed lining with additional boring or cutting means other than the conventional cutting edge of the shield with a movable support arm carrying cutting tools for attacking the front face, e.g. a bucket

Definitions

  • Each door is equipped with an independently controllable hydraulic actuator which is pivotally connected at its forward end to a rearward intermediate part of the door and at its rear end to a location on the shield skin spaced axially rearwardly of the hinge means.
  • the doors both alone and in combination with a rearwardly inclining mined material ramp serve to support the tunnel face.
  • This invention relates to breasting doors for tunneling shields.
  • a plurality of breasting doors are mounted on the forward upper section of a tubular shield.
  • Each door is generally pie-piece shaped but has a blunt rather than a sharp small end.
  • the curvature of the arcuate ends of the doors is made to at least closely match the curvature of the shield wall and the arcuate outer ends of the doors are pivotally connected to the inner surface of the wall.
  • the doors together substantially close the upper half of the forward opening in the shield.
  • the doors are sized so that when they are extended the side edges of adjacent doors substantially contact each other and there is at least some semblance of mutual bracing at such edges and structural continuation of the doors.
  • each door is provided with its own independently controllable thrust ram.
  • One end of each ram is pivotally connected to its door at a pivot point that is longitudinally spaced along the door from the hinge which connects the door to the shield wall.
  • the opposite end of the ram is pivotally connected to the wall at a more rearward position.
  • the pivotal axes are substantially perpendicularly related to a radial plane, and the ram is positioned so that it moves 'within said radial plane as the door is extended and retracted.
  • the doors When soft ground is encountered and the tunnel face does not standup but rather tends to ow into the shield, the doors are extended so as to substantially close olf the upper portion of the entrance into the shield.
  • the soft material When the doors are in their breasting position the soft material will slope from the lower edges of the two lower doors downwardly and inwardly, preferably to a point of intersection with a rearwardly inclining ramp.
  • the doors can be quickly moved into a breasting position. This is quite often necessary because a breakdown of the tunnel face with an inward rush of the material quite often happens without any Warning to the personnel working inside the shield.
  • the control system therefor may be adapted for also moving all doors at once, so that they can all be quickly moved together into a breasting position in the event a sudden and unexpected flow occurs.
  • FIG. l is a view partially in vertical axial section and partially in side elevation of a tunneling machine typifying the present invention, such View showing the machine in an in-use position within a tunnel, and showing breasting doors in retracted inactive positions;
  • FIG. 2 is a shortened view similar to FIG. -1, showing the shield in the process of being jacked forwardly, showing the hoe portion of the excavator tool being fused for drawing material rearwardly and up the ramp onto the conveyor, and again showing the doors in retracted inactive positions;
  • FIG. 3 is a front elevational view of the tunneling machine showing the breasting doors relatively tight together in extended or breasting positions, with the internal elements of the tunneling machine omitted for the sake of clarity of illustration;
  • FIG. 4 is a view similar to FIG. 3, but showing the breasting doors in their retracted positions, and showing the elevating ramp for the mined material and the frame portions only of the excavating equipment in front elevation;
  • FIG. 5 is a view partially in horizontal axial section and partially in top plan of the tunneling machine, with portions of some elements cut away for clarity of illustration of internal parts;
  • FIG. 6 is a fragmentary side elevational view of one of two attit-ude control wings which are embedded in the lower outer side portions of the shield;
  • FIG. 7 is a sectional view taken substantially along line 7-7 of FIG. 6, and presenting a top plan view of the attitude control wing;
  • FIG. 8 is a fragmentary vertical section View taken through the upper forward portion of the shield and presenting a side elevational view of one of the upper breasting doors in its retracted position;
  • FIG. 9 is an enlarged scale view of the rearward mounting portion of the tool boom, such View being partially in top plan and partially in horizontal axial section;
  • FIG. 10 is a fragmentary pictorial View of the forward end portion of the boom and the preferred form of d-ual purpose tool carried thereby;
  • FIG. ll is a View similar to FIG. 10, but showing a second form of dual purpose tool.
  • the tunneling shield 10 includes a forward section 12 which may be beveled back from top to bottom as illustrated; an intermediate section 14; and a tail section 16.
  • the shield 10 is moved forwardly by a plurality of thrust rams 18 having cylinder portions carried by the intermediate section 14 and rearwardly extendible pistons which react against a husky ring beam 20.
  • the tunnel lining is continuously added onto and extended forwardly as the shield is advanced forwardly.
  • the illustrated form of tunnel lining is composed of axially spaced girth d ribs or beams 22 and wooden plank lagging 24 bridging the spaces between the beams 22.
  • the ring beam abuts against the forward rib 22.
  • the shield 10 serves to support the earth formation in the region where excavation is taking place and the tunnel lining supports the tunnel in its extent rearwardly of the shield 10.
  • a boom including power excavator E is provided for both (1) digging or mining the tunnel face 26 and (2) drawing the mined material rearwardly and up a ramp 28 to be discharged therefrom onto an endless belt type conveyor 30, or the like, which moves such material rearwardly and deposits it into mining cars 32 or some other form of material carry-out means.
  • the excavating equipment E includes a main support frame F which is in the nature of a structural triangle. It includes an upper carriage support portion 34 which is secured at its forward end to two side placed support ears 36, 38 which depend from an intermediate portion of the shield section 14. Carriage support portion 34 is disposed generally horizontally and extends from its connection points to the ears 36, 38 axially rearwardly through the tail section region 16 and possibly also into the region of the tunnel rearwardly of the tail section 16 The rear end of the carriage support portion 38 is supported only by a pair of side located struts 40, 42. The rear ends of the struts 40, 42 are pin connected to the carriage support portion 34 and the forward ends of struts 40, 42 are pin connected to lower portions of the shields intermediate section 14.
  • the support frame F is structurally connected only to the relatively husky intermediate section 14 of the shield 10 and extends through free space both vertically between and rearwardly of the securement points 36, 38, 44, 46.
  • the carriage support portion 34 is shown to comprise a pair of laterally spaced, parallel, tubular rails 48, 50. It is the front end portions 52, 54 of the rails 48, 50 which are connected to the mounting ears 36, 38.
  • the rear ends of the rails 48 are interconnected by a cross frame 56 which includes a box-like central extension 58 having its own rear end cross member 60.
  • a carriage is mounted on the rails 48, 50 by a pair of mounting sleeves 62, 64, respectively.
  • the carriage frame comprises a pair of vertical side plates 66, 68 interconnected by a lateral beam 70.
  • the side plates 66, 68 are connected to the mounting sleeves 62, 64, such as by tie members 72.
  • a two-piston thrust ram assembly 74 is interconnected between the cross beam 70 and the end member 60.
  • Stich assembly 74 comprises an elongated cylinder 76 supported between its ends by a cross member 78 carrying guide g sleeves 80, 82 at ⁇ its opposite ends which surroundingly engage the tubular rails 48, 50.
  • a rst piston 84 is housed within the forward portion of cylinder 76 and a second piston 86 is housed in the rearward portion of cylinder 76.
  • the forward end portion 88 of the piston rod for piston 84 is connected to the cross beam 70 and the rearwardward end 90 of the piston rod for piston 86 is connected to the cross member 60.
  • Fluid supply and vent lines 92, 94 are provided through the cylinder wall on the rod sides of the piston heads 96, 98 and a supply and return line 100 is provided for delivering fluid into the space between the piston heads 96, 98.
  • FIG. 5 the carriage is shown in a rearmost or retracted position. The carriage is moved forwardly or extended by directing fluid through line 100 into space 102 while at the same time removing uid via lines 92, 94.
  • the excavating equipment is shown to comprise a boom means supported from the forward portion of the carriage. More specifically, the boom means is shown to comprise a r0- 4 tatable tool shaft 104 carrying a mining or excavating tool T at its forward end.
  • a mounting sleeve 106 surrounds the rearward portion of shaft 104 and at its rear end is connected to a yoke 108 which is pivotally connected to a cross beam 110 for sideways pivotal movement about an axis 112.
  • the beam 110 is itself mounted for pivotal movement about a generally horizontal axis 114 (FIG. l).
  • the pivotal connections providing swinging movement of the boom means about both axes 112 and 114 serve to mount the boom means, and hence the tool T carried thereby, for universal movement within the confines of the shields forward section 12.
  • three independently controllable hydraulic rams are provided for swinging the boom means.
  • the rst ram 116 is pivotally connected at one of its ends to an upper forward portion of the carriage, for pivotal movement about a horizontal axis 118. At the opposite end it is connected to a forward portion of the mounting sleeve 106 for pivotal movement about a generally horizontally axis 120.
  • Second and third rams 122, 124 are provided on opposite sides of the boom means.
  • Ram 122 is pivotally connected at one end to a forward right side extension of the rotatable beam 110, for sideways pivotal movement about an axis 126.
  • the opposite end of ram 122 is pivotally connected to the mounting sleeve 106 for sideways pivotal movement about an axis 128.
  • the rear end of rarn 124 is pivotally connected to an opposite end extension of beam 110, for sideways pivotal movement about an axis 130.
  • the forward end of ram 124 is pivotally connected to the sleeve 106 for sideways pivotal movement about an axis 132.
  • Rams 122, 124 are situated in a common plane with the boom shaft 104, and axes 126, 128, 130, 132 are substantially perpendicularly related to such plane.
  • retraction of the piston in one of side rams 122, 124 accompanied by extension of the piston in the other side ram causes a sideways movement of the boom means and the excavator tool T.
  • Extension and retraction of the piston in ram 116 causes vertical movement of the boom means and the tool T.
  • an operators station 134 is suspended from the carriage between the side plates 66, 68.
  • the operator sits on a seat 136 and has the controls for the rams 116, 122, 124 in front of him.
  • the tool shaft 104 is rotatable. As shown by FIG. 9, it is rotated by a hydraulic motor 136, or the like coupled to the rear end of shaft 104 and supported within the open center of the yoke 108.
  • the motor 136 may be used to merely rotate or revolve the shaft 104, and the tool T, a portion of one revolution7 or to continuously rotate the shaft 104 and the tool T. This latter arrangement will be hereinafter described in greater detail.
  • a position lock mechanism 138 may be provided for holding the shaft 104 in one or more set positions.
  • the lock mechanism 138 is shown to consist of a lever 140 pivotally supported near its middle at 142.
  • a compression spring 144 is situated between the forward end of the lever 140 and the support sleeve 106.
  • the opposite end of the lever 140 carries a lock pin 146.
  • the lock pin 146 is shown to be pivotally connected to the lever 140 by a pin means 148 which extends from pin 146 through a longitudinal slot in lever 140.
  • pin 146 The inner end of pin 146 is shown to project through rst an opening in support sleeve 106 and then into an opening or socket 150 in the shaft 104. When it is desired to lock the shaft 104 in position relative to sleeve 106, the pin 146 is set in place. Plural openings 150 circumferentially spaced about the shaft 104 may be provided so that there is a choice of set positons for the shaft 104 and the tool T. As should be evident, the shaft 104 and the mounting sleeve 106 may be easily decoupled by the user merely depressing the spring end of lever 140 until the pin 146 is free of both openings. Once it is out of the opening in sleeve 106 it can be swung to one side until it is again desired to use the lock mechanism 138.
  • the drive shaft 152 of motor 136 is keyed to a circular rear end member 154 which is bolted to a reduced diameter plug member 156 constituting a rearward portion of the shaft 104.
  • a radial thrust bearing 158 is interposed between the rear surface of member 154 and the support wall 160, and a combination bearing 162 is interposed radially between the plug 156 and the wall of sleeve 106 and axially between the forward surface of butt plate 154 and rear end surfaces of the tubular portion of shaft 104 and sleeve 106.
  • the excavating tool T comprises a pneumatic hammer 164 having a point 166 directed generally perpendicularly of the boom shaft 104, and an oppositely directed paddle or hoe portion 168.
  • An air supply line 170 is provided for leading air into the hammer 166.
  • a thrust ram 172 is interconnected between a mounting ear 174 projecting laterally from the shaft 104 adjacent where it immerges from sleeve 106, and a mounting ear 176 offset towards the hoe portion of the tool T from the point of connection of the tool T to the shaft 104.
  • Tool T is pivotally connected to the forward end of shaft 104 for pivotal movement about a transverse axis 178.
  • the two ends of thrust rams 172 are pivotally attached to their support ears 174, 176, respectively, for movement about axes which are parallel to axis 178.
  • Thrust ram 172 is independently controlled by the operator.
  • the operator control panel includes a set of controls for this thrust ram in easy reach of the operator.
  • Thrust rams 116, 122, 124 and 172 individually and collectively constitute attitude control means for the boom means and the tool T carried thereby.
  • the boom means is suitably moved by the operator to place the point 166 of the digging tool at the spot where it is desired to cut or mine the face material.
  • the thrust rams 116, 122, 124, 172 are selectively operated to suitably brace the boom means and resist the reaction forces imposed on it by the reciprocating point 166 as it works on the tunnel face 26.
  • the shield may be shoved forward by the rams 18 during the mining process, or the shield 10 may be intermittently thrust forwardly during the periods the tool T is used for drawing the mined material rearwardly up the ramp 28 and onto the traveling belt 180 of the conveyor 30.
  • the operator readies the tool T for this latter function by rotating the shaft 104 from the position it is in for digging into the position shown by FIG. 2.
  • the thrust Irarn 74 is then operated to move the carriage rearwardly, carrying with it the boom means and the tool T.
  • the hoe portion 168 collects mined material in front of it and moves it rearwardly up the ramp 28.
  • the hoe portion 168 may be provided with a pair of rearwardly turned side ns 182 dihedrally related to the general plane of the hoe portion 168 for the purpose of minimizing spillage around the sides of the hoe portion 168.
  • the rear portion 1-84 of the conveyor 30 is elevated, and is supported in the elevated position by a traveling support 186, preferably in the form of one or more pairs of laterally spaced support members having wheels 188 at their lower ends which ride on the floor 190, or on tracks therefor.
  • a traveling support 186 preferably in the form of one or more pairs of laterally spaced support members having wheels 188 at their lower ends which ride on the floor 190, or on tracks therefor.
  • Muck car tracks 192 are secured to the floor 190. These tracks are sectional and are continuously extended forwardly in the tunnel as the shield is moved forwardly and the tunnel itself is extended.
  • the forward end of the conveyor 30 is secured to the shield 10, such as by a cross chain 192 which is secured intermediate its ends to the conveyor frame and at its ends to a lower opposite side portions of the ramp 28.
  • the rear portion of the conveyor 30 is supported only by its mobile support 186.
  • the conveyor 30 is coupled in trailer fashion to the shield and is pulled forwardly by the shield as the shield advances.
  • the chain type support has the effect of substantially isolating the conveyor 30 from roll movement the shield may experience as it is thrust forwardly.
  • retractable attitude control wings 194 are provided on the sides of the shield 10 andmay be operated to at least partially compensate for shield roll. As shown by FIG. 7, the wings are pivotally mounted at their forward ends, such as by a single pin 196.
  • a hydraulic ram 198 is interconnected between two pivot pins 200, 202, one carried by a fixed mount 204 secured to the shield wall and the other carried by the wing 194.
  • An arcuate roll of openings 206 may be provided in the rear portion of the wing 92 so as to be movable over an opening provided in a fixed member 208 secured to the shield wall, so that the wing 194 can be locked into position by dropping a lock pin 210 through one of the openings 206 and the opening in member 208.
  • the wings are not horizontal, but rather sloped downwardly from front to rear. This gives them a slight angle of attack so that as the shield is moved forwardly with both wings extended a lifting force will be opposed on the wings causing the shield to veer upwardly somewhat.
  • one wing 194 is retracted and the other alone is used so as to impose an upwardly directed force at only one side of the shield for correcting roll.
  • the intermediate sections 16 of the shield includes a pair of stabilizing and guide rails 210, 212, one on each side of the shield, These members 210, 212 are substantially parallel and are spaced laterally apart from each other and about midway between the top and bottom of the shield. Grooved follower wheels 214, 216 are carried by the thrust ring 20 and follow along the upper edges of the guide tracks 210, 212.
  • ⁇ 216 serve to stabilize and facilitate movement of the ring
  • a plurality of breasting doors D are mounted on the forward section 12 of the shield 10. Each door is generally pie-piece shaped but has a blunt rather than a sharp small end. The curvature of the arcuate ends of the doors is made to at least closely match the curvature of the shield wall 12, and the arcuate outer ends of the doors D are pivotally connected to the inner surface of wall 12.
  • the arrangement shown by FIG. 3 includes four doors which together substantially close the upper half of the forward opening in the shield.
  • the doors D are sized so that when they are extended (FIG. 3) the side edges of adjacent doors substantially contact each other and there is at least some semblance of mutual bracing at such edges and structural continuation of the doors D.
  • each door is provided with its own independently controllable thrust ram R.
  • One end of each ram R is pivotally connected to its door D at a pivot point P1 that is longitudinally spaced along the door D from the hinge H which connects the door to the shield wall 12.
  • the opposite end of the ram R is pivotally connected to the wall 12 at a more rearward position P2.
  • the pivotal axes are substantially perpendicularly related to a radial plane, and the ram R is positioned so that it moves within said radial plane as the door D is extended and retracted.
  • the doors D When soft ground is encountered and the tunnel face does not stand up but rather tends to flow into the shield the doors D are extended so as to substantially close off the upper portion of the entrance into the shield 10.
  • the soft material When the doors are in their breasting position the soft material will slope from the lower edges of the two lower doors downwardly and inwardly to a point of intersection with the ramp 28, with the angle of repose varying in accordance with the composition and flow characteristics of the material.
  • An important feature of the doors is that they can be quickly moved into a breasting position. This is quite often necessary because a breakdown of the tunnel face with an inward rush of the material quite often happens without any warning to the personnel working inside the shield.
  • the rams R are independently operable, the control system therefor should be adapted for also moving all doors at once, so that they can all be quickly moved together into a breasting position in the event a sudden and unexpected flow occurs.
  • the excavating tool T shown by FIG. ll is designed to be continuously rotated and to cut into the tunnel face as it is rotated. To facilitate cutting it is shown to comprise a plurality of cutters C. It is also shaped so that it can be used in hoe fashion to draw the mined material up thc ramp and onto the conveyor 30.
  • a tunneling shield comprising a tubular skin portion defining a forwardly directed opening
  • each Said hydraulic actuator is independently controllable.
  • a tunneling shield according to claim 1 further including a mined material receiving ramp mounted in a Cil lower portion of the shield and inclining upwardly and rearwardly, with said breasting doors being used to support the upper portion of a slumping tunnel face and the ramp serving in conjunction with such doors to hold back inward tlow of tunnel face material capable of holding a repose angle.
  • a tunneling shield according to claim 1 wherein Said upper portion of the shield skin has a forward edge and the hinge means for the doors are located close to said edge.
  • each hydraulic actuator includes means pivotally connecting its forward end to the rearward intermediate portion of its door and means pivotally connecting its rear end to the shield skin.
  • tubular skin ofthe shield has a forward edge which slopes rearwardly from top to bottom and the hinge means for the doors are located close to said edge.

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  • Engineering & Computer Science (AREA)
  • Mining & Mineral Resources (AREA)
  • Environmental & Geological Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Geochemistry & Mineralogy (AREA)
  • Geology (AREA)
  • Excavating Of Shafts Or Tunnels (AREA)

Abstract

THE SHIELD HAS A TUBULAR SKIN. THE RADIALLY OUTER EDGES OF A PLURALITY OF BREASTING DOORS ARE HINGE CONNECTED TO THE SKIN ADJACENT ITS FORWARD EDGE. EACH DOOR IS EQUIPPED WITH AN INDEPENDENTLY CONTROLLABLE HYDRAULIC ACTUATOR WHICH IS PIVOTALLY CONNECTED AT ITS FORWARD END TO A REARWARD INTERMEDIATE PART OF THE DOOR AND AT ITS REAR END TO A LOCATION ON THE SHIELD SKIN SPACED AXIALLY REARWARDLY OF THE HINGE MEANS. THE DOORS BOTH ALONE AND IN COMBINATION WITH A REARWARDLY INCLINING MINED MATERIAL RAMP SERVE TO SUPPORT THE TUNNEL FACE.

Description

Oct. 19, 1971 12H. FlsKE TUNNELING SHIELD WITH BREASTING DOORS Original Filed Dec. 10, 1968 4 Sheets-Sheet 1 HGH@ INVENTOR. 1mm H. rms:
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Oct. 19, 1971 1'. H. FlsKE l TUNNELING SHIELD WITH BREASTING Doonsv originalfned nec. 1o. y196s 4 Sheets-Sheet 2 )FRG-ir FRG-3,
NVENTOR. TYMAN H). FIKSE ATTORNEYS 1'. H.F|sKE l TUNNELING SHIELD wml BREAsTING'pooRs Original Filed Dec. 10, 1968 Oct. 19, 1971 4 Sheets-Sheet 5 Now wm. u n M om \\\\\\\\\\\\\\\\\\\\\\\m\s s mw N N Nm S. wwmmom QN mm om v zu-- M4 D #H11 T hom m OQ QF O lll... om l I. 1 n o mm wm @m5 E T Y Im N N 1 l@ wm SNK@ ww N 35m o l. im Nm wm LM D M NTOR. KSE 6 2 Y. l
TYMAN AT TORNEYS Oct. 19, 1971 T. H. FlsKz-z 3,613,383
TUNNELING SHIELD WITH BREASTING DOORS Original Filed Dec. l0, 1968 4 Sheets-Sheet L www INVENTOR. TYMAN H. FIKSE AT TQFINE YS ffntecl States Patent i 3,613,383 Patented Oct. 19, 1971 Int. Cl. E01g 3/03 U.S. Cl. 61--85 9 Claims ABSTRACT OF THE DISCLOSURE The shield has a tubular skin. The radially outer edges of a plurality of breasting doors are hinge connected to the skin adjacent its forward edge. Each door is equipped with an independently controllable hydraulic actuator which is pivotally connected at its forward end to a rearward intermediate part of the door and at its rear end to a location on the shield skin spaced axially rearwardly of the hinge means. The doors both alone and in combination with a rearwardly inclining mined material ramp serve to support the tunnel face.
CROSS-REFERENCE TO RELATED APPLICATION This is a divisional of my copending application Ser. No. 782,567, Ifiled Dec. 10, 1968, and entitled Tunneling Shield With a Drag Loader.
FIELD OF THE INVENTION This invention relates to breasting doors for tunneling shields.
SUMMARY OF THE INVENTION A plurality of breasting doors are mounted on the forward upper section of a tubular shield. Each door is generally pie-piece shaped but has a blunt rather than a sharp small end. The curvature of the arcuate ends of the doors is made to at least closely match the curvature of the shield wall and the arcuate outer ends of the doors are pivotally connected to the inner surface of the wall. The doors together substantially close the upper half of the forward opening in the shield. Preferably the doors are sized so that when they are extended the side edges of adjacent doors substantially contact each other and there is at least some semblance of mutual bracing at such edges and structural continuation of the doors. Preferably, rather than being planar the doors are convexly curved on their forward sides and concavely curved on their rearward sides, so that. there is some degree of keying together of the doors when they are all exended. Each door is provided with its own independently controllable thrust ram. One end of each ram is pivotally connected to its door at a pivot point that is longitudinally spaced along the door from the hinge which connects the door to the shield wall. The opposite end of the ram is pivotally connected to the wall at a more rearward position. The pivotal axes are substantially perpendicularly related to a radial plane, and the ram is positioned so that it moves 'within said radial plane as the door is extended and retracted.
When soft ground is encountered and the tunnel face does not standup but rather tends to ow into the shield, the doors are extended so as to substantially close olf the upper portion of the entrance into the shield. When the doors are in their breasting position the soft material will slope from the lower edges of the two lower doors downwardly and inwardly, preferably to a point of intersection with a rearwardly inclining ramp.
An important feature of the doors is that they can be quickly moved into a breasting position. This is quite often necessary because a breakdown of the tunnel face with an inward rush of the material quite often happens without any Warning to the personnel working inside the shield. Although the rams are independently operable, the control system therefor may be adapted for also moving all doors at once, so that they can all be quickly moved together into a breasting position in the event a sudden and unexpected flow occurs.
Other aspects of the invention are hereinafter described in connection with the illustrated embodiment.
BRIEF DESCRIPTION OF THE DRAWING In the drawing like element designations refer to like parts, and:
FIG. l is a view partially in vertical axial section and partially in side elevation of a tunneling machine typifying the present invention, such View showing the machine in an in-use position within a tunnel, and showing breasting doors in retracted inactive positions;
FIG. 2 is a shortened view similar to FIG. -1, showing the shield in the process of being jacked forwardly, showing the hoe portion of the excavator tool being fused for drawing material rearwardly and up the ramp onto the conveyor, and again showing the doors in retracted inactive positions;
FIG. 3 is a front elevational view of the tunneling machine showing the breasting doors relatively tight together in extended or breasting positions, with the internal elements of the tunneling machine omitted for the sake of clarity of illustration;
FIG. 4 is a view similar to FIG. 3, but showing the breasting doors in their retracted positions, and showing the elevating ramp for the mined material and the frame portions only of the excavating equipment in front elevation;
FIG. 5 is a view partially in horizontal axial section and partially in top plan of the tunneling machine, with portions of some elements cut away for clarity of illustration of internal parts;
FIG. 6 is a fragmentary side elevational view of one of two attit-ude control wings which are embedded in the lower outer side portions of the shield;
FIG. 7 is a sectional view taken substantially along line 7-7 of FIG. 6, and presenting a top plan view of the attitude control wing;
FIG. 8 is a fragmentary vertical section View taken through the upper forward portion of the shield and presenting a side elevational view of one of the upper breasting doors in its retracted position;
FIG. 9 is an enlarged scale view of the rearward mounting portion of the tool boom, such View being partially in top plan and partially in horizontal axial section;
FIG. 10 is a fragmentary pictorial View of the forward end portion of the boom and the preferred form of d-ual purpose tool carried thereby; and
FIG. ll is a View similar to FIG. 10, but showing a second form of dual purpose tool.
DESCRIPTION OF THE PREFERRED EMBODIMENT The tunneling shield 10 includes a forward section 12 which may be beveled back from top to bottom as illustrated; an intermediate section 14; and a tail section 16. The shield 10 is moved forwardly by a plurality of thrust rams 18 having cylinder portions carried by the intermediate section 14 and rearwardly extendible pistons which react against a husky ring beam 20.
As is conventional in the tunneling field, the tunnel lining is continuously added onto and extended forwardly as the shield is advanced forwardly. The illustrated form of tunnel lining is composed of axially spaced girth d ribs or beams 22 and wooden plank lagging 24 bridging the spaces between the beams 22. The ring beam abuts against the forward rib 22. After the shield has been shoved forwardly an amount approximately equal to the full throw of the thrust rams 18, the thrust rams 18 are retracted, the ring beam 20 is moved forwardly, and a new section of lagging and a new forwardmost girth rib 22 are installed under cover of the tail section 16. As should be apparent, the shield 10 serves to support the earth formation in the region where excavation is taking place and the tunnel lining supports the tunnel in its extent rearwardly of the shield 10.
A boom including power excavator E is provided for both (1) digging or mining the tunnel face 26 and (2) drawing the mined material rearwardly and up a ramp 28 to be discharged therefrom onto an endless belt type conveyor 30, or the like, which moves such material rearwardly and deposits it into mining cars 32 or some other form of material carry-out means.
The excavating equipment E includes a main support frame F which is in the nature of a structural triangle. It includes an upper carriage support portion 34 which is secured at its forward end to two side placed support ears 36, 38 which depend from an intermediate portion of the shield section 14. Carriage support portion 34 is disposed generally horizontally and extends from its connection points to the ears 36, 38 axially rearwardly through the tail section region 16 and possibly also into the region of the tunnel rearwardly of the tail section 16 The rear end of the carriage support portion 38 is supported only by a pair of side located struts 40, 42. The rear ends of the struts 40, 42 are pin connected to the carriage support portion 34 and the forward ends of struts 40, 42 are pin connected to lower portions of the shields intermediate section 14. Thus, the support frame F is structurally connected only to the relatively husky intermediate section 14 of the shield 10 and extends through free space both vertically between and rearwardly of the securement points 36, 38, 44, 46.
Referring to FIG. 5 in particular, the carriage support portion 34 is shown to comprise a pair of laterally spaced, parallel, tubular rails 48, 50. It is the front end portions 52, 54 of the rails 48, 50 which are connected to the mounting ears 36, 38. The rear ends of the rails 48, are interconnected by a cross frame 56 which includes a box-like central extension 58 having its own rear end cross member 60. A carriage is mounted on the rails 48, 50 by a pair of mounting sleeves 62, 64, respectively. The carriage frame comprises a pair of vertical side plates 66, 68 interconnected by a lateral beam 70. The side plates 66, 68 are connected to the mounting sleeves 62, 64, such as by tie members 72.
A two-piston thrust ram assembly 74 is interconnected between the cross beam 70 and the end member 60. Stich assembly 74 comprises an elongated cylinder 76 supported between its ends by a cross member 78 carrying guide g sleeves 80, 82 at` its opposite ends which surroundingly engage the tubular rails 48, 50. A rst piston 84 is housed within the forward portion of cylinder 76 and a second piston 86 is housed in the rearward portion of cylinder 76. The forward end portion 88 of the piston rod for piston 84 is connected to the cross beam 70 and the rearwardward end 90 of the piston rod for piston 86 is connected to the cross member 60. Fluid supply and vent lines 92, 94 are provided through the cylinder wall on the rod sides of the piston heads 96, 98 and a supply and return line 100 is provided for delivering fluid into the space between the piston heads 96, 98. In FIG. 5 the carriage is shown in a rearmost or retracted position. The carriage is moved forwardly or extended by directing fluid through line 100 into space 102 while at the same time removing uid via lines 92, 94.
Referring now to FIGS. l, 2, 5 and 9, in particular, the excavating equipment is shown to comprise a boom means supported from the forward portion of the carriage. More specifically, the boom means is shown to comprise a r0- 4 tatable tool shaft 104 carrying a mining or excavating tool T at its forward end. A mounting sleeve 106 surrounds the rearward portion of shaft 104 and at its rear end is connected to a yoke 108 which is pivotally connected to a cross beam 110 for sideways pivotal movement about an axis 112. The beam 110 is itself mounted for pivotal movement about a generally horizontal axis 114 (FIG. l).
The pivotal connections providing swinging movement of the boom means about both axes 112 and 114 serve to mount the boom means, and hence the tool T carried thereby, for universal movement within the confines of the shields forward section 12. In the illustrated embodiment three independently controllable hydraulic rams are provided for swinging the boom means. The rst ram 116 is pivotally connected at one of its ends to an upper forward portion of the carriage, for pivotal movement about a horizontal axis 118. At the opposite end it is connected to a forward portion of the mounting sleeve 106 for pivotal movement about a generally horizontally axis 120. Second and third rams 122, 124 are provided on opposite sides of the boom means. Ram 122 is pivotally connected at one end to a forward right side extension of the rotatable beam 110, for sideways pivotal movement about an axis 126. The opposite end of ram 122 is pivotally connected to the mounting sleeve 106 for sideways pivotal movement about an axis 128. The rear end of rarn 124 is pivotally connected to an opposite end extension of beam 110, for sideways pivotal movement about an axis 130. The forward end of ram 124 is pivotally connected to the sleeve 106 for sideways pivotal movement about an axis 132. Rams 122, 124 are situated in a common plane with the boom shaft 104, and axes 126, 128, 130, 132 are substantially perpendicularly related to such plane As should be evident retraction of the piston in one of side rams 122, 124 accompanied by extension of the piston in the other side ram causes a sideways movement of the boom means and the excavator tool T. Extension and retraction of the piston in ram 116 causes vertical movement of the boom means and the tool T.
In preferred form, an operators station 134 is suspended from the carriage between the side plates 66, 68. The operator sits on a seat 136 and has the controls for the rams 116, 122, 124 in front of him.
As earlier mentioned, the tool shaft 104 is rotatable. As shown by FIG. 9, it is rotated by a hydraulic motor 136, or the like coupled to the rear end of shaft 104 and supported within the open center of the yoke 108. The motor 136 may be used to merely rotate or revolve the shaft 104, and the tool T, a portion of one revolution7 or to continuously rotate the shaft 104 and the tool T. This latter arrangement will be hereinafter described in greater detail.
To some extent the hydraulic motor 136 can be used to hold or position the shaft 104 and the tool T. However, since some rotary hydraulic motors have a tendency to creep, a position lock mechanism 138 may be provided for holding the shaft 104 in one or more set positions. In FIG. 9 the lock mechanism 138 is shown to consist of a lever 140 pivotally supported near its middle at 142. A compression spring 144 is situated between the forward end of the lever 140 and the support sleeve 106. The opposite end of the lever 140 carries a lock pin 146. The lock pin 146 is shown to be pivotally connected to the lever 140 by a pin means 148 which extends from pin 146 through a longitudinal slot in lever 140. The inner end of pin 146 is shown to project through rst an opening in support sleeve 106 and then into an opening or socket 150 in the shaft 104. When it is desired to lock the shaft 104 in position relative to sleeve 106, the pin 146 is set in place. Plural openings 150 circumferentially spaced about the shaft 104 may be provided so that there is a choice of set positons for the shaft 104 and the tool T. As should be evident, the shaft 104 and the mounting sleeve 106 may be easily decoupled by the user merely depressing the spring end of lever 140 until the pin 146 is free of both openings. Once it is out of the opening in sleeve 106 it can be swung to one side until it is again desired to use the lock mechanism 138.
As shown by FIG. 9, the drive shaft 152 of motor 136 is keyed to a circular rear end member 154 which is bolted to a reduced diameter plug member 156 constituting a rearward portion of the shaft 104. A radial thrust bearing 158 is interposed between the rear surface of member 154 and the support wall 160, and a combination bearing 162 is interposed radially between the plug 156 and the wall of sleeve 106 and axially between the forward surface of butt plate 154 and rear end surfaces of the tubular portion of shaft 104 and sleeve 106.
In preferred form, the excavating tool T comprises a pneumatic hammer 164 having a point 166 directed generally perpendicularly of the boom shaft 104, and an oppositely directed paddle or hoe portion 168. An air supply line 170 is provided for leading air into the hammer 166.
As best shown shown by FIGS. 1 and 2, a thrust ram 172 is interconnected between a mounting ear 174 projecting laterally from the shaft 104 adjacent where it immerges from sleeve 106, and a mounting ear 176 offset towards the hoe portion of the tool T from the point of connection of the tool T to the shaft 104. Tool T is pivotally connected to the forward end of shaft 104 for pivotal movement about a transverse axis 178. The two ends of thrust rams 172 are pivotally attached to their support ears 174, 176, respectively, for movement about axes which are parallel to axis 178. Thrust ram 172 is independently controlled by the operator. The operator control panel includes a set of controls for this thrust ram in easy reach of the operator. Thrust rams 116, 122, 124 and 172 individually and collectively constitute attitude control means for the boom means and the tool T carried thereby.
In operation, the boom means is suitably moved by the operator to place the point 166 of the digging tool at the spot where it is desired to cut or mine the face material. During operation of the pneumatic hammer the thrust rams 116, 122, 124, 172 are selectively operated to suitably brace the boom means and resist the reaction forces imposed on it by the reciprocating point 166 as it works on the tunnel face 26.
The shield may be shoved forward by the rams 18 during the mining process, or the shield 10 may be intermittently thrust forwardly during the periods the tool T is used for drawing the mined material rearwardly up the ramp 28 and onto the traveling belt 180 of the conveyor 30. The operator readies the tool T for this latter function by rotating the shaft 104 from the position it is in for digging into the position shown by FIG. 2. The thrust Irarn 74 is then operated to move the carriage rearwardly, carrying with it the boom means and the tool T. As the tool T moves rearwardly the hoe portion 168 collects mined material in front of it and moves it rearwardly up the ramp 28. As shown by FIG. 10 the hoe portion 168 may be provided with a pair of rearwardly turned side ns 182 dihedrally related to the general plane of the hoe portion 168 for the purpose of minimizing spillage around the sides of the hoe portion 168.
As shown by FIG. 1, the rear portion 1-84 of the conveyor 30 is elevated, and is supported in the elevated position by a traveling support 186, preferably in the form of one or more pairs of laterally spaced support members having wheels 188 at their lower ends which ride on the floor 190, or on tracks therefor. During construction of a tunnel it is common to build a slightly elevated floor 190 in the tunnel so as to provide a flat base surface of substantial width. Muck car tracks 192 are secured to the floor 190. These tracks are sectional and are continuously extended forwardly in the tunnel as the shield is moved forwardly and the tunnel itself is extended.
According to the invention, the forward end of the conveyor 30 is secured to the shield 10, such as by a cross chain 192 which is secured intermediate its ends to the conveyor frame and at its ends to a lower opposite side portions of the ramp 28. The rear portion of the conveyor 30 is supported only by its mobile support 186. Hence, the conveyor 30 is coupled in trailer fashion to the shield and is pulled forwardly by the shield as the shield advances.
The chain type support has the effect of substantially isolating the conveyor 30 from roll movement the shield may experience as it is thrust forwardly. As shown by FIGS. 4, 6 and 7, retractable attitude control wings 194 are provided on the sides of the shield 10 andmay be operated to at least partially compensate for shield roll. As shown by FIG. 7, the wings are pivotally mounted at their forward ends, such as by a single pin 196. A hydraulic ram 198 is interconnected between two pivot pins 200, 202, one carried by a fixed mount 204 secured to the shield wall and the other carried by the wing 194. An arcuate roll of openings 206 may be provided in the rear portion of the wing 92 so as to be movable over an opening provided in a fixed member 208 secured to the shield wall, so that the wing 194 can be locked into position by dropping a lock pin 210 through one of the openings 206 and the opening in member 208. As shown by FIG. 6, the wings are not horizontal, but rather sloped downwardly from front to rear. This gives them a slight angle of attack so that as the shield is moved forwardly with both wings extended a lifting force will be opposed on the wings causing the shield to veer upwardly somewhat. At other times one wing 194 is retracted and the other alone is used so as to impose an upwardly directed force at only one side of the shield for correcting roll.
Referring to FIGS. 1, 2 and 5, the intermediate sections 16 of the shield includes a pair of stabilizing and guide rails 210, 212, one on each side of the shield, These members 210, 212 are substantially parallel and are spaced laterally apart from each other and about midway between the top and bottom of the shield. Grooved follower wheels 214, 216 are carried by the thrust ring 20 and follow along the upper edges of the guide tracks 210, 212. The guide tracks 210, 212 and the follower wheels 214,
` 216 serve to stabilize and facilitate movement of the ring A plurality of breasting doors D are mounted on the forward section 12 of the shield 10. Each door is generally pie-piece shaped but has a blunt rather than a sharp small end. The curvature of the arcuate ends of the doors is made to at least closely match the curvature of the shield wall 12, and the arcuate outer ends of the doors D are pivotally connected to the inner surface of wall 12. The arrangement shown by FIG. 3 includes four doors which together substantially close the upper half of the forward opening in the shield. Preferably the doors D are sized so that when they are extended (FIG. 3) the side edges of adjacent doors substantially contact each other and there is at least some semblance of mutual bracing at such edges and structural continuation of the doors D. Preferably, rather than being planar the doors are convexly curved on their forward sides and concavely curved on their rearward sides, so that there is some degree of keying together of the doors when they are all extended. Each door is provided with its own independently controllable thrust ram R. One end of each ram R is pivotally connected to its door D at a pivot point P1 that is longitudinally spaced along the door D from the hinge H which connects the door to the shield wall 12. The opposite end of the ram R is pivotally connected to the wall 12 at a more rearward position P2. The pivotal axes are substantially perpendicularly related to a radial plane, and the ram R is positioned so that it moves within said radial plane as the door D is extended and retracted.
When soft ground is encountered and the tunnel face does not stand up but rather tends to flow into the shield the doors D are extended so as to substantially close off the upper portion of the entrance into the shield 10. When the doors are in their breasting position the soft material will slope from the lower edges of the two lower doors downwardly and inwardly to a point of intersection with the ramp 28, with the angle of repose varying in accordance with the composition and flow characteristics of the material. An important feature of the doors is that they can be quickly moved into a breasting position. This is quite often necessary because a breakdown of the tunnel face with an inward rush of the material quite often happens without any warning to the personnel working inside the shield. Although the rams R are independently operable, the control system therefor should be adapted for also moving all doors at once, so that they can all be quickly moved together into a breasting position in the event a sudden and unexpected flow occurs.
The excavating tool T shown by FIG. ll is designed to be continuously rotated and to cut into the tunnel face as it is rotated. To facilitate cutting it is shown to comprise a plurality of cutters C. It is also shaped so that it can be used in hoe fashion to draw the mined material up thc ramp and onto the conveyor 30.
The purpose of the illustrated embodiment is to provide an understanding of the invention, The following claims set forth the legal limits of the invention.
What is claimed is:
1. A tunneling shield comprising a tubular skin portion defining a forwardly directed opening; and
a plurality of breasting doors having radially outer edges closely adjacent the upper portion of the shield skin, said doors comprising panel portions which collectively substantially close the upper portion of the said opening when moved into a substantially edgeby-edge generally radial breasting position, hinge means connecting the radially outer edge of each door to the shield skin, and a hydraulic actuator interconnected between a rearward intermediate portion of each door panel and a location on the shield skin spaced axially rearwardly of said hinge means, each said actuator serving to move its door between said breasting position and a retracted position substantially against the inner surface of said skin, with each actuator being located between its door panel and the shield skin when said panel is in its retracted position. 2. A tunneling shield according to claim 1, wherein each Said hydraulic actuator is independently controllable.
3. A tunneling shield according to claim 1, further including a mined material receiving ramp mounted in a Cil lower portion of the shield and inclining upwardly and rearwardly, with said breasting doors being used to support the upper portion of a slumping tunnel face and the ramp serving in conjunction with such doors to hold back inward tlow of tunnel face material capable of holding a repose angle.
4. A tunneling shield according to claim 1, wherein Said upper portion of the shield skin has a forward edge and the hinge means for the doors are located close to said edge.
S. A tunneling shield according to claim 1, wherein the radially outer edges of the breasting doors closely match the curvature of the upper portion of the shield skin.
6. A tunneling shield according to claim 1, wherein each hydraulic actuator includes means pivotally connecting its forward end to the rearward intermediate portion of its door and means pivotally connecting its rear end to the shield skin.
7. A tunneling shield according to claim 1, wherein the tubular skin ofthe shield has a forward edge which slopes rearwardly from top to bottom and the hinge means for the doors are located close to said edge.
8. A tunneling shield according to claim 7, wherein cach said hydraulic actuator is independently controllable.
9. A tunneling shield according to claim 1, wherein the doors are convexly curved on their forward sides and concavely curved on their rearward sides and are dimensioned so that there is some degree of keying together of the doors when they `are extended.
References Cited UNITED STATES PATENTS 1,100,142 6/1914 McDowell 61h85 1,277,107 8/1918 ORourke 6l-85 1,814,852 7/l93l Proctor 6l85 2,208,608 7/1940 Stanley 61--85 2,269,418 1/1942 Anderson 6l-85 3,306,055 2/1967 Tabor 61-85 3,404,920 10/1968 Tabor 299-31 3,411,826 ll/l968 Wallers et al 61-84 UX 3,427,813 2/1969 Hayes 61-85 DENNIS L. TAYLOR, Primary Examiner U.S. Cl. X.R. 299-31
US53400A 1970-07-09 1970-07-09 Tunneling shield with breasting doors Expired - Lifetime US3613383A (en)

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Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3961825A (en) * 1974-08-05 1976-06-08 Richard Lovat Tunnelling machine
US3978675A (en) * 1974-01-29 1976-09-07 Coal Industry (Patents) Limited Mine roof support equipment
EP0038349A1 (en) * 1979-10-01 1981-10-28 The Robbins Company Conveyor mounted excavator
US4332508A (en) * 1979-02-28 1982-06-01 Philipp Holzmann Aktiengesellschaft Shield for tunneling and mining
DE3732261A1 (en) * 1987-09-25 1989-04-06 Bilfinger Berger Bau Method of constructing a tunnel and shield driving machine for carrying out the method
BE1004739A3 (en) * 1991-04-04 1993-01-19 Denys Nv Tunnel excavating machine
EP0649973A2 (en) * 1993-10-20 1995-04-26 KARL SCHAEFF GMBH & CO. MASCHINENFABRIK Hydraulic excavator for shield tunneling machine
CN102330555A (en) * 2011-09-22 2012-01-25 洛阳聚科特种工程机械有限公司 Tunnelling equipment

Cited By (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3978675A (en) * 1974-01-29 1976-09-07 Coal Industry (Patents) Limited Mine roof support equipment
US3961825A (en) * 1974-08-05 1976-06-08 Richard Lovat Tunnelling machine
US4332508A (en) * 1979-02-28 1982-06-01 Philipp Holzmann Aktiengesellschaft Shield for tunneling and mining
EP0038349A1 (en) * 1979-10-01 1981-10-28 The Robbins Company Conveyor mounted excavator
EP0038349A4 (en) * 1979-10-01 1982-01-26 Robbins Co Conveyor mounted excavator.
DE3732261A1 (en) * 1987-09-25 1989-04-06 Bilfinger Berger Bau Method of constructing a tunnel and shield driving machine for carrying out the method
BE1004739A3 (en) * 1991-04-04 1993-01-19 Denys Nv Tunnel excavating machine
EP0649973A2 (en) * 1993-10-20 1995-04-26 KARL SCHAEFF GMBH & CO. MASCHINENFABRIK Hydraulic excavator for shield tunneling machine
EP0649973A3 (en) * 1993-10-20 1995-08-09 Schaeff Karl Gmbh & Co Hydraulic excavator for shield tunneling machine.
CN102330555A (en) * 2011-09-22 2012-01-25 洛阳聚科特种工程机械有限公司 Tunnelling equipment
CN102330555B (en) * 2011-09-22 2014-12-17 洛阳聚科特种工程机械有限公司 Tunnelling equipment

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