US3848685A - Mud removing system by means of an excavator and an apparatus therefor - Google Patents

Mud removing system by means of an excavator and an apparatus therefor Download PDF

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Publication number
US3848685A
US3848685A US31432572A US3848685A US 3848685 A US3848685 A US 3848685A US 31432572 A US31432572 A US 31432572A US 3848685 A US3848685 A US 3848685A
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US
United States
Prior art keywords
hose
reel
shaft
excavation
zone
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Lifetime
Application number
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English (en)
Inventor
A Takagi
M Miura
M Ebine
M Satoh
S Kohno
K Amagai
H Shimizu
A Suzuki
Y Kukino
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Takenaka Komuten Co Ltd
Original Assignee
Takenaka Komuten Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Priority claimed from JP196172A external-priority patent/JPS5221284B2/ja
Priority claimed from JP3257972U external-priority patent/JPS5253126Y2/ja
Application filed by Takenaka Komuten Co Ltd filed Critical Takenaka Komuten Co Ltd
Application granted granted Critical
Publication of US3848685A publication Critical patent/US3848685A/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02F—DREDGING; SOIL-SHIFTING
    • E02F5/00—Dredgers or soil-shifting machines for special purposes
    • E02F5/02—Dredgers or soil-shifting machines for special purposes for digging trenches or ditches
    • F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16L—PIPES; JOINTS OR FITTINGS FOR PIPES; SUPPORTS FOR PIPES, CABLES OR PROTECTIVE TUBING; MEANS FOR THERMAL INSULATION IN GENERAL
    • F16L3/00—Supports for pipes, cables or protective tubing, e.g. hangers, holders, clamps, cleats, clips, brackets
    • F16L3/01—Supports for pipes, cables or protective tubing, e.g. hangers, holders, clamps, cleats, clips, brackets for supporting or guiding the pipes, cables or protective tubing, between relatively movable points, e.g. movable channels
    • F16L3/012—Supports for pipes, cables or protective tubing, e.g. hangers, holders, clamps, cleats, clips, brackets for supporting or guiding the pipes, cables or protective tubing, between relatively movable points, e.g. movable channels using reels
    • Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y10—TECHNICAL SUBJECTS COVERED BY FORMER USPC
    • Y10T—TECHNICAL SUBJECTS COVERED BY FORMER US CLASSIFICATION
    • Y10T137/00—Fluid handling
    • Y10T137/6851—With casing, support, protector or static constructional installations
    • Y10T137/6918—With hose storage or retrieval means
    • Y10T137/6925—With flow regulation responsive to hose movement
    • Y10T137/6929—Reel type

Definitions

  • ABSTRACT A method and apparatus for excavation characterized by a rotary excavator, a line feeding mud slurry to the zone of excavation, a line removing soil entrained in mud slurry from the excavation 'zone, means for raising and lowering the rotary excavator, reels for properly coiling the slurry feeding and removing lines, guides for preventing kinking of the lines, separating the soil in a separation means and recirculating the separated mud slurry via the mud feeding line to the excavation zone.
  • This invention relates to an excavation system employing a muddy water slurry to entrain the spoil, and hoses and reels and associated equipment employed therewith.
  • a primary object of the invention is to eliminate the labor required and to more effectively utilize working space by reducing the number of operators heretofore required to move around or handle the hoses coiled on the ground, and to provide for continuous spoil removing operation below grade without stoppage of excavation work.
  • a further object of the invention is to keep the working area in order, to enable work to be more versatile and to provide a work space as large as possible by spirally reeling hoses and the like on a hose reel.
  • Another object of the invention is to enable the hose reel to be easily movable to any suitable place on the ground by setting it on a suitable truck, said truck also serves to support the excavator and the like and to be a scaffold on which the excavator is mounted for excavation work.
  • a further object of the invention is to provide two hose reels on which a mud slurry return hose and a spoil removing hose are separately reeled, which have aligned rotary shafts whereby the area occupied by said hose reels is as small as possible and wherein the reels are aligned horizontally or vertically and wherein each hose may be reeled in or reeled out by means of individually provided motors.
  • Another object of the invention is to guide the hose to be reeled on each reel by means of a traverse guiding device which servesto properly coil the hose on the reel.
  • Still another object of the invention is to provide the drum of the hose reel mounted on a vertical shaft with spiral flights so that a long hose may be suitably coiled on the drum.
  • Yet another object of the invention is to have one end of hose on the reel being connected to a swivel pipe joint mounted on the upper end of the vertical shaft, with air venting by means of a vacuum pump being provided in the vicinity of said swivel pipe joint.
  • Still a further object is to provide a framework or a scaffold so that the hose and the like are guided smoothly to the excavator located in the excavation zone by means of a sector guide to prevent an excessive bending and kinking.
  • FIG. 1 is a schematic view showing the system of the present invention in operation using a rotary cutter type excavator
  • FIG. 2 is a side view showing the hose reels and associated structure
  • FIG. 3 is a plan view taken along lines A-A of FIG. 2 showing the framework and the scaffold simplified;
  • FIG. 4 is an enlarged view of a portion of FIG. 2 slightly modified
  • FIG. 5 is a schematic view showing an embodiment of the spoil removing system wherein the slurry containing spoil is removed by means of a pump;
  • FIG. 6 is a schematic view showing an embodiment in operation using an excavator with a force pump utilized in a mechanism for removing mud excavated.
  • FIGS. 1-4 show an excavation operation using a rotary-cutter type excavator and the framework and scaffold developed by the pres ent invention.
  • the reference numeral 1 denotes generally a support structure having mounted at its bottom portion rotary cutter type excavator 2 which may be moved vertically to reach the bottom of a trench 3.
  • This support structure is fastenedto the framework and scaffold shown in'FIGS. 2 and 4 and is guided forvertical motion into the trench.
  • Reference numeral 4 denotes a truck which carries hose reel structure 5 and traverse guiding means 6 thereon; 7 is a truck which carries two units of pumps 8 and 9 thereon; 10 is a truck which carries mud and treating means thereon, and 12 is a carrier car for the removal of spoil 13.
  • the trucks 4, 7 and 10 are moved on a rail 14 provided on the ground (FIG. 4).
  • hose reel structure 5 comprises a combination of ahose reel 15 located at the upper position and a hose reel 16 located at the lower position.
  • a mud removing hose 17 is coiled on the lower hose reel 16, and a slurry supplying hose 18 is coiled on the upper hose reel 15.
  • the arrowheads on hoses l7, l8 and 22 show the direction of fluidflow therein.
  • Reels 15 and 16 are fixedly mounted on shafts 20a and 19a respectively for rotation thereon.
  • shafts provide for a passage of fluid therethrough.
  • shafts Fastened to the upper position of said shafts are swivel pipe joints l9 and 20 respectively.
  • a vacuum pump 21 for an air vent is mounted at a-position in the vicinity of the swivel elbow 19. Swivel joints 19 and 20 are connected through hoses 22 and 23, respectively, with pumps 8 and 9 mounted on truck 7.
  • Traverse guiding means 6 moves upwards and downwards in synchronization with the rotation of the hose reel structure 5.
  • Hoses 17 and 18 are slidably moved lengthwise while being supported by the traverse guiding means 6. Accordingly, each hose is thus guided so as to be spirally reeled or unreeled on its corresponding reel.
  • the drums of reels and 16 are preferably provided with spiral flights 44 having a pitch corresponding to the diameter of the hoses (FIG. 4). Said flights guide the hose into proper position on the reel.
  • mud or slurry treating means 11 is provided with a vibration screen 24, by which slurry containing spoil 13 (mud excavates) transported through the hose 17, pump 9, and hose 22 is screened by a sieve 24 to separate the spoil 13.
  • a vibration screen 24 by which slurry containing spoil 13 (mud excavates) transported through the hose 17, pump 9, and hose 22 is screened by a sieve 24 to separate the spoil 13.
  • the matter thus separated is discharged onto the carrier car 12 to be transported to a suitable place for disposal.
  • the muddy water slurry with the spoil matter separated therefrom is returned as regenerated slurry to the excavated trench 3 from the slurry tank 24a through the pump 8, hoses 23 and 18.
  • the numeral 25 denotes a main stage for the scaffold
  • 26 is a vertical mast for the scaffold
  • 27 is a stay for supporting said mast and vertically supports the mast 26 forming a right-angled triangle with respect to the horizontal stage.
  • Support frame 31 has mounted thereon bearings (not shown) in which shafts 19a and a are mounted.
  • the lower hose reel 16 is utilized to reel up the spoil removing hose 17 through which the material excavated by means of the rotary cutter type excavator 2 located in the excavated trench 3 is lifted to the ground level.
  • the upper hose reel 15 is utilized to coil on its drum discharge hose 18. Said hose conveys the regenerated slurry after the spoil is separated therefrom, into the excavated trench 3.
  • a control board 32 and a winch 33 are mounted on the frame of the scaffold.
  • the numeral 34 denotes a frame of the traverse guiding means 6. Said guiding means moves in synchronization with the rotation of reels 15 and 16 while 17 and 18 are reeled and unreeled. Each of hoses 17 and 18 is coiled on the reels l5 and 16, respectively, in an orderly manner, and uncoiled therefrom to move them smoothly in deep trench 3. Elements 35 and 36 are pulleys having wire mounted thereon which are a part of the synchronizing mechanism mounted on the rotary shafts of said reels l5 and 16 along with swivel pipe joints l9 and 20. The synchronization of the reeling operation will be explained more fully below.
  • the support post 37 for the excavator 2 is forced down by a hydraulic jack to position excavator 2 for its operation.
  • Post 37 is guided by means of a guide roller means 38 mounted at the top of the mast 26, and a guide roller means 39 mounted near the lower part of the mast 36.
  • the hydraulic jack 40 is removably fastened to support post 37 by a clamping means 41.
  • Numeral 42 is a hose guiding device fastened to the clamping device 41.
  • Element 42 is slidably mounted on a channel 43 fastened to mast 26 (FIG. 2) and moves downward as the support post 37 is forced down by the hydraulic jack 40.
  • Guiding device 42 has roller mounted therein over which the hoses 17 and 18 can readily slide. Thus, when hoses 17 and 18 move down into trench 3 along with support, post 37, guiding device 42 prevents kinking of the hose and thereby avoids hose damage.
  • total length of each hose l7 and 18 is 40 meters, by way of an example.
  • constant introduction of muddy water slurry carrying spoil into a hose 40 meters in length and a considerable diameter would be inefficient and costly if the hose manipulation had to be performed by humanlabor.
  • a sufficient length of hose to excavate the trench 30 meters in depth is provided without joints.
  • the hose can be reeled and unreeled smoothly from the reels l5 and 16 in cooperation with the traverse guiding means 6 when raised and lowered in trench 3.
  • the hoses are reeled in and reeled out on to a pair of reels 15 and 16 which occupy a relatively small area as compared to the area which would be required to coil hoses on the ground. This results in a saving of space, and this area can effectively be utilized for other work.
  • the mud removing system or spoil discharging method according to the present invention is not only limited to the rotary cutter type excavator, but to be utilized for excavators provided with other types of cutters and for various other fields.
  • Numerals 36 and 35 denote pulleys fixedly mounted on the rotary shafts of hose reels 16 and 15 along with swivel pipe joints l9 and 20, and have fastened thereto wires 47 and 48. Wires 47 and 48 pass over pulleys 35a and 3621 respectively, and are fastened to traverse guiding means 45 and 46.
  • the pulley system is designed so that the traverse guiding means moves synchronously and in proper ratio with the rotation of reels 15 and 16.
  • the operation of reeling in may automatically be carried out without any difficulty.
  • the reels 15 and 16 are so constructed as to individually be driven by motors 49 (only one shown) mounted on the stage 25 through a gear box 50, a transmission shaft 51, and pinions 52, 53 in mesh with sprocket wheels 15a, 16a on reels 15, 16.
  • Motor 49 may be any suitable means such as hydraulic or electric motors.
  • the individual power supply and transmission mechanism enable each hose to be suitably tensioned and enable each reel to be operated under conditions which are considered most suitable, depending on the difference in load, variation of hose length and difference in reeling speed desired.
  • FIG. 5 shows a modification in which the spoil removing system is applied for the removal of mud, silt, sand and quicksand by means of a sand-pump.
  • numeral 54 denotes a sand-pump
  • 55 a boom of a crane which serves to move said sandpump to the required place where sand or quicksand 56 is present
  • 57 a vertical reel mounted on a truck 58.
  • the numeral 59 denotes a riser hose, the lower end of which is connected to the sand-pump 54, and which is coiled on the reel 57.
  • the upper end of the riser hose pipe joint 60 is a hose 61, and a vacuum pump 62 for an air vent is connected to the hose.
  • the hose 61 is connected to the vibration sieve 24 of the muddy water treatment means 11, and the solid matter 13 separated here is carried away to the spot required by means of the carrier car 12.
  • the muddy water slurry with solid matter 13 separated there from is returned to the zone where the sand-pump is in operation, through the discharging hose 64 from the pump 63.
  • Numeral 68 denotes traverse means which spaces the hose on the reel.
  • FIG. 6 shows another embodiment, in which the spoil removing system of the present invention is employed in using a suitable excavator.
  • numeral 65 denotes any suitable type of excavator, 66 a scaffold as previously described for moving the excavator, and 67 an air compressor for lifting muddy slurry containing spoil by way of an air lift system.
  • the rotary shaft of hose reel means 5 is vertical, while in the embodiment shown in FIG. 6, which employs a force-type pumping, the rotary shaft of the said hose reel means 69 may be horizontal.
  • Riser hose 70 is spirally reeled on the reel means 69. The lower end of hose 70 is connected inside the excavator 65.
  • the hose is coiled on reel 69 and the other end is connected to a swivel pipe joint (not shown) which is similar to elements 19 and 20 in FIG. 4 mounted on the rotary shaft of the reel.
  • Hose 71 connected to the swivel pipe joint is in turn connected by the mud or slurry treating means 11.
  • the traverse means 72 is moved in a horizontal direction (vertical to paper surface) in proportion to the amount of the riser hose 70 drawn out.
  • Other operations result in similar results to that of FIGS. 1-4 so that the explanation thereof will be omitted.
  • the hose reel means 69 may be provided with a plurality of spiral flights for guiding the hose so as to properly reel the hose on its reel drum. However, this is not as important in this embodiment as in the vertical shaft reel. Furthermore, the mud removing system according to the present invention, as is apparent from the foregoing description, may also apply to the so-called Reverse Process which constructs foundation piles for building work.
  • a spoil removal system for underground excavation comprising at least one hose, said one hose serving to remove a mud slurry entraining spoils from a zone of excavation to ground surface, means for forcing mud slurry, from the zone of excavation through the hose, a hose reel mounted on a shaft for rotational motion therewith, means for rotating the reel, a swivel pipe joint connected to one end of the shaft, one end of said hose being connected to the shaft near the swivel joint, fluid passage means through the shaft whereby fluid can pass from the hose through the shaft and through the swivel joint, traverse guiding means responsive to the amount of hose reeled in or reeled out to lay the hose properly on the reel, excavated mud treating means for the removal of spoil material from the mud and for recirculating mud slurry to the excavating zone, and pipe or hose means connected at one end to said swivel joint and at its other end to said excavated mud treating means.
  • hose reel is adapted to reel and unreel said hose and further including a second hose through which mud slurry is recirculated to the excavating zone, and a second reel adapted for reeling and unreeling said second hose, each of said reels having individual power means and a transmission mechanism for driving each reel independently of the other.
  • a hose reel mounted on a shaft and rotatable therewith, a swivel pipe joint mounted on the shaft, traverse guiding means operating in synchronization with the rotation of the reel for coiling the hose in position on the reel, one end of said hose being connected to the shaft, fluid passage means through the shaft whereby fluid can pass through the shaft to the swivel pipe joint, a separator for separating slurry from spoil material, means connecting said swivel pipe joint to said separator and means for recirculating the separated slurry to the excavation .zone.
  • a sup porting scaffold mounted over an excavation, a vertical support post mounted on said scaffolding, means on said scaffolding for guiding said post in up-and-down movement, said rotary type excavator being connected to said post for movement therewith, hydraulic cylinder means connected to the post for applying vertical force thereto, first and second hoses connected at one end to the rotary type excavator, said hoses being separately mounted on a pair of reels located a suitable length from the excavator, said reels being mounted on vertically aligned shafts for rotating therewith, the other ends of said hoses being connected to their respective reel shafts, spiral flights on the reels, a swivel pipe joint mounted on each shaft, fluid passage means through each shaft whereby fluid can pass through the shaft to the swivel pipe joint, means for rotating said reels for reeling and unreeling the

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  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Mining & Mineral Resources (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Earth Drilling (AREA)
  • Storing, Repeated Paying-Out, And Re-Storing Of Elongated Articles (AREA)
  • Excavating Of Shafts Or Tunnels (AREA)
US31432572 1971-12-31 1972-12-12 Mud removing system by means of an excavator and an apparatus therefor Expired - Lifetime US3848685A (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
JP196172A JPS5221284B2 (fr) 1971-12-31 1971-12-31
JP3257972U JPS5253126Y2 (fr) 1972-03-18 1972-03-18

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US3848685A true US3848685A (en) 1974-11-19

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US31432572 Expired - Lifetime US3848685A (en) 1971-12-31 1972-12-12 Mud removing system by means of an excavator and an apparatus therefor

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US (1) US3848685A (fr)
DE (1) DE2256054C2 (fr)
FR (1) FR2165931B1 (fr)
NL (1) NL7216046A (fr)

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3907366A (en) * 1974-08-11 1975-09-23 David R Pender Method and apparatus for mining coal or other solids in flooded mines
US3945443A (en) * 1974-08-14 1976-03-23 The Richmond Manufacturing Company Steerable rock boring head for earth boring machines
US4793386A (en) * 1987-09-03 1988-12-27 Sloan Pump Company, Inc. Apparatus and method using portable pump
US4971157A (en) * 1988-07-26 1990-11-20 Societe Anonyme Dite - Soletanche Apparatus for the removal of spoil when making trenches of great depth
US5485889A (en) * 1994-07-25 1996-01-23 Sidekick Tools Inc. Steering drill bit while drilling a bore hole
EP2417304B1 (fr) 2009-04-10 2018-06-06 Soletanche Freyssinet Machine d'excavation de sol du type fraise munie d'un chariot mobile
US20190292008A1 (en) * 2018-03-26 2019-09-26 Radjet Services Us, Inc. Coiled tubing and slickline unit
US20220340393A1 (en) * 2019-09-23 2022-10-27 Cejn Ab Led light hose reel

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE4008207A1 (de) * 1990-03-15 1990-08-23 Bilfinger Berger Bau Verfahren zur herstellung einer dichtwand
NL9001926A (nl) * 1990-08-31 1992-03-16 Meino Jan Van Der Woude Slangtrommel.
DE4141629C2 (de) * 1991-12-17 1997-02-20 Bauer Spezialtiefbau Verfahren zur Herstellung von Dichtwänden
DE29701741U1 (de) * 1997-02-01 1997-05-15 Bauer Spezialtiefbau Gmbh, 86529 Schrobenhausen Mobile Anlage zur Aufbereitung von gegreifertem Schlitzwandaushub

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1999261A (en) * 1932-06-22 1935-04-30 American Car & Foundry Co Machine for handling mine cuttings
US2548616A (en) * 1948-02-02 1951-04-10 Priestman George Dawson Well drilling
GB740289A (en) * 1953-09-14 1955-11-09 Ingersoll Rand Co Method and apparatus for removing cuttings from a drill hole
US3509945A (en) * 1967-03-09 1970-05-05 Charles J Vassberg Support framework for farm implements

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US2735717A (en) * 1956-02-21 harman
GB189013591A (fr) *
US1441157A (en) * 1921-10-03 1923-01-02 Krenke Otto Hose reel
US1537637A (en) * 1923-09-21 1925-05-12 Clifford A Jarvis Self-reeling hose reel
DE1077153B (de) * 1953-03-05 1960-03-03 Guglielmo Marconi Verfahren und Vorrichtung zum Abteufen von tiefen und langen Graeben mit lotrechten Waenden

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1999261A (en) * 1932-06-22 1935-04-30 American Car & Foundry Co Machine for handling mine cuttings
US2548616A (en) * 1948-02-02 1951-04-10 Priestman George Dawson Well drilling
GB740289A (en) * 1953-09-14 1955-11-09 Ingersoll Rand Co Method and apparatus for removing cuttings from a drill hole
US3509945A (en) * 1967-03-09 1970-05-05 Charles J Vassberg Support framework for farm implements

Cited By (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3907366A (en) * 1974-08-11 1975-09-23 David R Pender Method and apparatus for mining coal or other solids in flooded mines
US3945443A (en) * 1974-08-14 1976-03-23 The Richmond Manufacturing Company Steerable rock boring head for earth boring machines
US4793386A (en) * 1987-09-03 1988-12-27 Sloan Pump Company, Inc. Apparatus and method using portable pump
US4971157A (en) * 1988-07-26 1990-11-20 Societe Anonyme Dite - Soletanche Apparatus for the removal of spoil when making trenches of great depth
US5485889A (en) * 1994-07-25 1996-01-23 Sidekick Tools Inc. Steering drill bit while drilling a bore hole
EP2417304B1 (fr) 2009-04-10 2018-06-06 Soletanche Freyssinet Machine d'excavation de sol du type fraise munie d'un chariot mobile
US20190292008A1 (en) * 2018-03-26 2019-09-26 Radjet Services Us, Inc. Coiled tubing and slickline unit
US10494222B2 (en) * 2018-03-26 2019-12-03 Radjet Services Us, Inc. Coiled tubing and slickline unit
CN111919010A (zh) * 2018-03-26 2020-11-10 瑞吉特(美国)服务有限公司 连续油管和钢丝单元
US10947083B2 (en) 2018-03-26 2021-03-16 Radjet Services Us, Inc. Coiled tubing and slickline unit
JP2021519393A (ja) * 2018-03-26 2021-08-10 ラドジェット サービセス ユーエス インコーポレーテッド コイル状チュービング及びスリックラインユニット
US20220340393A1 (en) * 2019-09-23 2022-10-27 Cejn Ab Led light hose reel

Also Published As

Publication number Publication date
NL7216046A (fr) 1973-07-03
FR2165931A1 (fr) 1973-08-10
DE2256054C2 (de) 1984-08-16
DE2256054A1 (de) 1973-07-26
FR2165931B1 (fr) 1983-08-19

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