US3688511A - Method of and apparatus for flush-jet embedding structural elements and for sucking off ground material - Google Patents

Method of and apparatus for flush-jet embedding structural elements and for sucking off ground material Download PDF

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Publication number
US3688511A
US3688511A US53189A US3688511DA US3688511A US 3688511 A US3688511 A US 3688511A US 53189 A US53189 A US 53189A US 3688511D A US3688511D A US 3688511DA US 3688511 A US3688511 A US 3688511A
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pressure
air
water
jet
nozzle
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US53189A
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English (en)
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Rudolf Harmstrof
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    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02F—DREDGING; SOIL-SHIFTING
    • E02F3/00—Dredgers; Soil-shifting machines
    • E02F3/04—Dredgers; Soil-shifting machines mechanically-driven
    • E02F3/88—Dredgers; Soil-shifting machines mechanically-driven with arrangements acting by a sucking or forcing effect, e.g. suction dredgers
    • E02F3/90—Component parts, e.g. arrangement or adaptation of pumps
    • E02F3/92—Digging elements, e.g. suction heads
    • E02F3/9206—Digging devices using blowing effect only, like jets or propellers
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D7/00—Methods or apparatus for placing sheet pile bulkheads, piles, mouldpipes, or other moulds
    • E02D7/24—Placing by using fluid jets
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02F—DREDGING; SOIL-SHIFTING
    • E02F3/00—Dredgers; Soil-shifting machines
    • E02F3/04—Dredgers; Soil-shifting machines mechanically-driven
    • E02F3/88—Dredgers; Soil-shifting machines mechanically-driven with arrangements acting by a sucking or forcing effect, e.g. suction dredgers
    • E02F3/90—Component parts, e.g. arrangement or adaptation of pumps
    • E02F3/92—Digging elements, e.g. suction heads
    • E02F3/9243—Passive suction heads with no mechanical cutting means
    • E02F3/925—Passive suction heads with no mechanical cutting means with jets
    • 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
    • E02F5/10—Dredgers or soil-shifting machines for special purposes for digging trenches or ditches with arrangements for reinforcing trenches or ditches; with arrangements for making or assembling conduits or for laying conduits or cables
    • E02F5/104—Dredgers or soil-shifting machines for special purposes for digging trenches or ditches with arrangements for reinforcing trenches or ditches; with arrangements for making or assembling conduits or for laying conduits or cables for burying conduits or cables in trenches under water
    • 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
    • E02F5/10—Dredgers or soil-shifting machines for special purposes for digging trenches or ditches with arrangements for reinforcing trenches or ditches; with arrangements for making or assembling conduits or for laying conduits or cables
    • E02F5/104—Dredgers or soil-shifting machines for special purposes for digging trenches or ditches with arrangements for reinforcing trenches or ditches; with arrangements for making or assembling conduits or for laying conduits or cables for burying conduits or cables in trenches under water
    • E02F5/106—Dredgers or soil-shifting machines for special purposes for digging trenches or ditches with arrangements for reinforcing trenches or ditches; with arrangements for making or assembling conduits or for laying conduits or cables for burying conduits or cables in trenches under water using ploughs, coulters, rippers
    • 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
    • E02F5/10—Dredgers or soil-shifting machines for special purposes for digging trenches or ditches with arrangements for reinforcing trenches or ditches; with arrangements for making or assembling conduits or for laying conduits or cables
    • E02F5/104—Dredgers or soil-shifting machines for special purposes for digging trenches or ditches with arrangements for reinforcing trenches or ditches; with arrangements for making or assembling conduits or for laying conduits or cables for burying conduits or cables in trenches under water
    • E02F5/107—Dredgers or soil-shifting machines for special purposes for digging trenches or ditches with arrangements for reinforcing trenches or ditches; with arrangements for making or assembling conduits or for laying conduits or cables for burying conduits or cables in trenches under water using blowing-effect devices, e.g. jets
    • 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
    • E02F5/10—Dredgers or soil-shifting machines for special purposes for digging trenches or ditches with arrangements for reinforcing trenches or ditches; with arrangements for making or assembling conduits or for laying conduits or cables
    • E02F5/104—Dredgers or soil-shifting machines for special purposes for digging trenches or ditches with arrangements for reinforcing trenches or ditches; with arrangements for making or assembling conduits or for laying conduits or cables for burying conduits or cables in trenches under water
    • E02F5/108—Dredgers or soil-shifting machines for special purposes for digging trenches or ditches with arrangements for reinforcing trenches or ditches; with arrangements for making or assembling conduits or for laying conduits or cables for burying conduits or cables in trenches under water using suction-effect devices
    • F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F04—POSITIVE - DISPLACEMENT MACHINES FOR LIQUIDS; PUMPS FOR LIQUIDS OR ELASTIC FLUIDS
    • F04F—PUMPING OF FLUID BY DIRECT CONTACT OF ANOTHER FLUID OR BY USING INERTIA OF FLUID TO BE PUMPED; SIPHONS
    • F04F5/00—Jet pumps, i.e. devices in which flow is induced by pressure drop caused by velocity of another fluid flow
    • F04F5/02—Jet pumps, i.e. devices in which flow is induced by pressure drop caused by velocity of another fluid flow the inducing fluid being liquid
    • F04F5/10—Jet pumps, i.e. devices in which flow is induced by pressure drop caused by velocity of another fluid flow the inducing fluid being liquid displacing liquids, e.g. containing solids, or liquids and elastic fluids

Definitions

  • the method of the invention consists in directing a jet of a mixture of water and air into the ground whereby [52] US. Cl. ..61/72.4, 37/41, 37/62, the ground material is loosened and removed, A ditch 239/311, 239/318, 239/434.5 is formed in this way and an element is laid into the [51] Int. Cl ..E02f 5/00, 1305b 7/28 ditch.
  • the apparatus for performing this method has [58] Field of Search ..61/72.4, 72.3, 53.74; 37/41, water jet pumps arranged at the side adapted to penetrate into the ground.
  • the method and apparatus are especially suited for laying cables and pipes in a water bed.
  • the invention relates to a method of and an apparatus for flush-jet embedding structural elements, particularly pipes, into the ground, preferably into a water bed.
  • Structural elements embedded by flush-jet bedding apparatuses can be cables, pipes and tubes, or corner-stakes.
  • a pull is additionally exerted onto the flush-bedding apparatus, for instance, by means of a ship. Additional forces are exerted also onto the comer-stake to move it into the ground, usually by ramming or jar-ramming.
  • the invention is especially directed to the flush-jet embedding of structural elements into a water bed, it may be employed also for flush-jet embedding structural elements into the soil as well as for use with pressure water jet pumps which are also called ground suction apparatus.
  • the invention relates accordingly to the breaking-up of the ground and flush-jet embedding of structural elements into the ground above or below the water level, as well as to the air-lifting of ground material.
  • the invention is concerned with the problem of improving the flushing effect of water jets, namely both with respect to breaking-up and holing of the ground as well as to flushing-away or transporting-off of the ground material which has been loosened by the flushing effect.
  • the fluid jet is formed of a mixture of water and air.
  • this mixture may be formed by supplying to a pipeline on the one hand the pressure water and on the other hand the compressed air. It is a prerequisite for the troublefree operation of an apparatus forming this mixture, however, that both fluids be fed to the common line with exactly the same pressure. Even with small pressure differences the danger exists that the fluid with the higher pressure may be forced into the line of the other fluid.
  • a water jet is formed by conversion of pressure into speed which water jet draws in air by its jet action.
  • This air may be taken directly from the atmosphere. It may be recommendable, however, to pressurize the air before mixing it with the water jet, which air pressure must be lower than the water pressure.
  • the mixture consisting of water and air is pressurized by reducing the velocity of flow before being directed against the ground in the form of a jet. In this way the mixture of water and air is improved and the jet action of loosening and breaking up the ground is increased.
  • the fluid mixture After in this manner the fluid mixture has been pressurized, it is recommendable to accelerate the mixture anew so that it strikes upon the ground at an increased speed.
  • the object of the invention is especially to flush-bed structural elements into the ground of a waters. It has been found that a jet consisting of air and water when passing through the water to the ground to be loosened has substantially smaller losses of energy than a pure water jet so that with equal input energy the jet consisting of water and air exerts a greater force than a pressure water jet. Moreover, the erosion of the air-water jet on the ground material to be loosened is substantially greater than that of the pure water jet.
  • the flowing mixture is subjected to pulsating pressure increases and decreases.
  • This pulsation on the one hand, increases the erosion effect exerted on the ground and, on the other hand, generates an oscillation with small amplitude in the structural element which accelerates the working operation thus rendering it more economical.
  • the apparatus to put the process of the invention into practice is a jet pump forming the fluid mixture, the driving nozzle of said jet pump is fed by pressurized water.
  • the centrally arranged driving nozzle is enclosed by an annular chamber connected with the atmosphere. At least a part of this annular chamber is formed as a nozzle with a cross sectional area contracted in the direction of flow. The air is supplied through this nozzle to the water jet adjacent its smallest cross sectional area where its speed is highest.
  • this driving nozzle is joined to a diffuser in which the mixture consisting of water and air is pressurized by gradually decreasing its flow rate.
  • This diffuser simultaneously serves to improve the mixture of air and water. It may be recommendable to include a mixing channel between the discharge opening of the driving nozzle and the beginning of the diffuser, with the cross-sectional area of said mixing channel being constant.
  • the air may be pressurized to a pressure prior to mixing it with the pressure water, said pressure, of course, being lower than the pressure of the water fed to the driving nozzle. If the air is pressurized, the pressure level of the nozzle operation is increased.
  • the nozzle aggregate constructed in accordance with the invention is detachably mounted at. an apparatus adapted to be moved vertically through the ground for flush-jet embedding cables, pipes or hoses.
  • the nozzle aggregate is fastened to a corner-stake or mounted to a ground suction apparatus.
  • the nozzle aggregate used in the apparatus to carry out the method of the invention is a water-jet pump in which the ability not to draw off the air is essential to the jet action at the ground to be loosened, said jet consistin g of a mixture of water and air.
  • FIG. 1 shows a sectional view of a nozzle aggregate formed in accordance with a first embodiment of the invention
  • FIG. 2 a sectional view of a second embodiment of the nozzle aggregate according to the invention
  • FIG. 3 a view of a flush-bedding apparatus constructed in accordance with the invention for flush-jet embedding cables, pipes or hoses,
  • FIG. 4 shows a lower portion of a comer-stake in accordance with the invention which may be open or closed at the lower end thereof,
  • FIG. 5 shows a sectional view of the front portion of a flush-bedding apparatus constructed in accordance with the invention, said view being taken along the longitudinal center axis of one of the mixing nozzles 20, 21, 22, 28, 29, 32, for instance, of the mixing nozzle 20 shown in FIG. 3 and
  • FIG. 6 shows the nozzle aggregate according to the invention mounted in a ground suction apparatus.
  • the pressure water enters at 6 into a driving nozzle 1, the orifice 9 of which projects into a mixing nozzle 2 forming therein an annular space 11.
  • the driving nozzle 1 is screwed into the prechamber 10 of the mixing nozzle 2 by means of a fine thread 8, whereby it is possible to regulate the driving nozzle 1 to an optimum output, for instance, on a test stand.
  • the mixing nozzle 2 is formed as a conical divergent chamber 12 acting as a diffuser and having a thread 17 at its end with an exit nozzle 3 screwed thereinto.
  • the water entering into the driving nozzle 1 has been pressurized by means of a pump 70.
  • the air enters into an annular chamber 4 via a conduit 7, said chamber 4 being connected by bores 5 with the pre chamber 10 designed in the form of a nozzle.
  • the air taken form the atmosphere is pressurized by means of a compressor 71.
  • the air pressure is relatively low and must be selected so that, for instance, the air in the pre-chamber 10 is under atmospheric pressure or is under pressure in excess of atmosphere pressure.
  • the pressure of the water is essentially higher and is, for instance, 3 7 kg/cm, these statements, however, must not be understood as restrictions.
  • the pressure water entering into the driving nozzle 1 is accelerated by the shape of the nozzle.
  • the water jet emerging from orifice 9 of the driving nozzle 1 generates a vacuum in the annular space 11 which is filled up via bores 5 by air introduced at 7 into the annular chamber 4 and being preferably pressurized.
  • the conical divergent chamber 12 of the mixing nozzle 2 is a diffuser which causes a deceleration of the mixture jet and thus brings about a pressure increase.
  • the mixture After having passed the maximum diameter 15 of the diffuser 12 of the mixing nozzle 2, the mixture is accelerated in the nozzle chamber 16 of an exit nozzle 3, thereby reducing the pressure of the mixture.
  • the small air bubbles may be extended more or less in elongated air streams.
  • the jet forces into the ground for a short distance.
  • the energy of the water and air of the mixture jet is here suddenly released and results in an intensive loosening of the soil material by the effect of the water and air combination, and a quicker transporting-off of the already loosened material.
  • FIG. 2 The embodiment shown in FIG. 2 is essentially the same as that of FIG. 1. Both the diffuser chamber 12 and the exit chamber 16, however, are provided with alternate contractions 13 and expansions 14 so that a pulsating jet of a water/air mixture results. These pulsating jets on the one hand provide for an improvement of the erosive effect and on the other hand generate oscillations of the flush-bedding apparatus thereby additionally facilitating its desired movement through the ground.
  • FIG. 3 shows schematically a flush-jet bedding apparatus for flush-jet embedding a cable, a pipe or a hose.
  • the flush-jet embedding apparatus 23 is pulled through the ground by means of a pulling device (not shown) which engages at the point 35 by means of a rope 34, for example.
  • the flush-jet embedding apparatus 23 is provided with a duct 36 at the rear end to which the cable or the flexible pipe 19, respectively, is supplied from above. It leaves the apparatus at 37 at the rear lower end thereof.
  • the pressure water is supplied in a downward direction to two pressure water channels 38, 45 of the flush-jet embedding apparatus 23 via a connection piece 39 from a pump (not shown).
  • Nozzles 25 are arranged along the sides of the flush-jet embedding apparatus front portion and possibly along the lower edge of the flush-jet embedding apparatus 23.
  • Pressure water supplied via the passage 38 is discharged in the form of jets through the nozzles 25, said jets then loosening the ground material and flushing it away.
  • further pressure water channels may be provided, in order to be able to subdivide the pressure water nozzles 25 into various groups which may be charged with pressure water at different rates.
  • the flush-jet embedding apparatus 23 is in addition provided with six mixing nozzles 20, 21, 22, 28, 29, 32 all of them constructed in accordance with FIGS. 1 and 2 and having pressure water supplied thereto via the channel 45. Compressed air is supplied to the mixing nozzles through separate lines 26 extending from the hose connection pieces 31 in the head member 30 through intermediate bottoms 27 arranged in air channel 33. Hoses adapted to feed compressed air to the mixing nozzles are connected to the connection pieces 31.
  • the width of this flush-jet embedding apparatus is approximately governed by the diameter of the cable or pipe to be laid and is but little wider than said diameter.
  • FIG. 4 shows the lower portion of a comer-stake 55, the leftnhand side of which showing at 56 closed one and the right-hand side showing at 57 an open one, with mixing nozzles fitted at the lower end thereof.
  • the compressed air lines are indicated with 41, the pressure water lines with 42. These lines are guided upwards within the comer-stake in a way not shown in more detail. Nozzles and lines constitute lost structural members in case it is not accessable, i.e., they will remain in the corner stake after the latter has been driven into the ground perhaps by additional ramming or jar-ramming.
  • FIG. 5 shows a sectional view of the front portion of a flush-jet embedding apparatus in accordance with FIG. 3 together with a mixing nozzle.
  • the nozzle aggregate shown in this figure corresponds to that of FIG. 1, so that like reference numerals have been used for like parts.
  • the wedge-shaped front portion of the flushjet embedding apparatus is indicated by 43.
  • a plurality of uniformly longitudinally distributed cylindrical sockets 44 are mounted therein by welding.
  • the rear end of the driving nozzle 1 projects through the wall 46 of the front portion and into the water supply channel 45.
  • the mixing nozzle 2 in this embodiment is provided with a grooved flange 47 which is sealed against the socket 44 by means of O-rings 48.
  • the annular nut 49 locks the driving nozzle 1 in its optimum position which has been adjusted on the test stand.
  • the socket 44, the front portion 43 and the wall 46 are welded together at 54, 58, and 59.
  • Compressed air is supplied to the chamber 50 formed in this manner through separate supply lines 26. (See also FIG. 3 with the intermediate bottoms 27).
  • the compressed air may enter from chamber 50 into the annular chamber 52 via the bores 51 provided in the socket 44 which annular chamber 52 in turn communicates with the bores 5 of the mixing nozzle 2.
  • the channel 45 is filled with pressure water, which now directly enters into the driving nozzle 1.
  • the nozzle aggregate is inserted into the socket 44 from the front end; it is retained in its position by the annular nut 53 and may be relatively easily replaced, if necessary.
  • FIG. 6 shows a diagrammatic view of a known-per-se ground suction apparatus, which is provided with at least three of the above described mixing nozzles instead of conventional nozzles fed with pressure water only.
  • a soil-and-water mixture is sucked in through the suction socket by means of the reduced pressure generated by the jets.
  • the mixture is conveyed through the conical tube portion 61 into the pressure socket 62.
  • Three or more nozzle sockets 64 are fitted by welding in the conical portion 61, the bores of which are provided with guides and seats to support the nozzle aggregates. They are retained in their working position by the bend 65. Sealing against water and air is effected here as well by O-rings.
  • the bend 65 simultaneously serves to supply pressure water to the nozzle.
  • the water enters through a hose (not shown) at 66 and is introduced into the annular distributor chamber 67.
  • the pressure water is supplied from chamber 67 to the nozzle aggregate via the pipe 68 and the bend 65.
  • the nozzle socket 64 is provided with an annular chamber 69 at the lower end thereof which is charged with compressed air via the pipe 63.
  • This compressed air enters into the mixing chamber via the bores already described in connection with FIGS. 1 and 2 and is mixed with the pressure water charged thereinto.
  • the water-air mixture blown into the conical tube portion 61 causes a substantial increase in the output of the suction apparatus. Heavy materials such as ores etc. may be lifted well by the air bubbles rising in the pressure socket 62 which may be elongated by further pipe joints.
  • a method of flush-jetting a structural element such as a pipe or cable into the ground utilizing a jet formed of a combination of liquid and air comprising the steps of intermixing a jet of pressurized liquid with air under first pressure conditions, momentarily increasing the pressure of the flowing stream of intermixed liquid and air with respect to said first pressure to a second pressure to improve the intermixing of liquid and air, and accelerating the flowing stream and reducing the pressure thereof to a third pressure lower than said second pressure prior to impinging the mixture of liquid and air against the ground to be flushjetted to loosen the ground and form a depression to receive the structural element.
  • a method of flush-jetting as in claim 1 including the step of rapidly changing the velocity and pressure of the flowing mixture of liquid and air prior to accelerating and reducing the pressure to said third pressure whereby pulses and vibrations are produced in the apparatus and resultant impinging jet stream.
  • Apparatus for laying a structural element such as a pipe or cable underground, particularly underwater, by flush-jetting a mixture of water and air comprising, in combination, embedding apparatus, a housing mounted on said embedding apparatus, an elongated mixing chamber defined in said housing having an inlet, an outlet, and an intermediate portion between said inlet and outlet, a nozzle mounted in said housing adjacent said inlet for introducing a jet of water into said chamber toward said outlet, a supply of pressurized water communicating with said nozzle, an air supply communicating with said chamber adjacent said inlet, said chamber intermediate portion including a plurality of axially spaced restrictions of varying cross-sectional dimension producing pressure pulses and vibrations in said housing, embedding apparatus, and in the jet ejected from said outlet.
  • Apparatus for laying a structural element such as a pipe or cable underground, particularly underwater, by flush-jetting a mixture of water and air comprising, in combination, embedding apparatus, a housing mounted on said embedding apparatus defining an elongated mixing chamber, a nozzle communicating with said mixing chamber adapted to jet a stream of water through said chamber, a pressurized water supply communicating with said nozzle, an air supply communicating with said mixing chamber intermixing air with said stream of water as water enters said mixing chamber, an outlet defined in said mixing chamber, said chamber being of increased diameter intermediate said nozzle and outlet whereby the pressure within the water stream momentarily increases prior to being reduced as the stream is ejected from said outlet into engagement with the ground to be loosened by flushjetting, and at least one restriction defined in said chamber intermediate said nozzle and outlet producing a pulse in the jet stream ejected from said outlet and producing vibrations in said housing and embedding apparatus.

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  • Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Mining & Mineral Resources (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Paleontology (AREA)
  • Physics & Mathematics (AREA)
  • Fluid Mechanics (AREA)
  • Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)
  • Nozzles (AREA)
  • Earth Drilling (AREA)
US53189A 1969-08-18 1970-07-08 Method of and apparatus for flush-jet embedding structural elements and for sucking off ground material Expired - Lifetime US3688511A (en)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE19691941993 DE1941993B2 (de) 1969-08-18 1969-08-18 Vorrichtung zum einspuelen von bauelementen

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US3688511A true US3688511A (en) 1972-09-05

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US (1) US3688511A (fr)
BE (1) BE751199A (fr)
DE (1) DE1941993B2 (fr)
FR (1) FR2057709A5 (fr)
GB (1) GB1312515A (fr)
NL (1) NL7012218A (fr)

Cited By (20)

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US3862502A (en) * 1973-10-19 1975-01-28 Ben Young Clam harvester
US4004358A (en) * 1973-06-04 1977-01-25 Stichting Speurwerk Baggertechniek Method and apparatus for dredging of ground, particularly sand
US4327507A (en) * 1979-05-28 1982-05-04 Hollandsche Aanneming Maatschappij B.V. Rotary cutter head with jet flushing blades
EP0057089A1 (fr) * 1981-01-22 1982-08-04 Hitachi Construction Machinery Co., Ltd. Méthode et système pour poser des tuyaux dans le sol
US4417674A (en) * 1978-04-13 1983-11-29 Coster Tecnologie Speciali S.P.A. Valve for the admixture of fluids and delivery of the resulting mixture
US4473186A (en) * 1982-04-12 1984-09-25 Morton Alperin Method and apparatus for spraying
US4498813A (en) * 1981-06-03 1985-02-12 Electric Power Research Institute, Inc. Underground cable installing apparatus and method utilizing a fluid jet assisted, vibrating blade arrangement
US4681372A (en) * 1986-02-11 1987-07-21 Mcclure William L Deep sea mining apparatus
FR2600094A1 (fr) * 1985-05-17 1987-12-18 Rudolf Harmstorf Procede et dispositif pour l'etablissement progressif d'un canal de pose sous l'eau
US4756063A (en) * 1984-11-09 1988-07-12 Neumuenstersche Maschinen- Und Apparatebau Gmbh Method and arrangement for crimping cables of synthetic fibers
US5322222A (en) * 1992-10-05 1994-06-21 Lott W Gerald Spiral jet fluid mixer
US5462229A (en) * 1991-09-13 1995-10-31 Kabushiki Kaisha Toshiba Steam injector
WO2003023152A2 (fr) * 2001-09-11 2003-03-20 Rocksaw Technology, Inc. Appareil et procedes d'excavation
US20040205987A1 (en) * 2003-04-09 2004-10-21 Wade Wasserburger Fluid-assisted plow
US20090124169A1 (en) * 2003-08-26 2009-05-14 Ormond, Llc Cnc abrasive fluid-jet milling
US20140093401A1 (en) * 2012-10-02 2014-04-03 Ford Global Technologies, Llc Jet pump with centralized nozzle
US9050642B2 (en) 2011-09-27 2015-06-09 Ormond, Llc Method and apparatus for surface enhancement
US9365908B2 (en) 2011-09-07 2016-06-14 Ormond, Llc Method and apparatus for non-contact surface enhancement
CN112764182A (zh) * 2021-02-26 2021-05-07 深圳宣溪塘电子有限公司 一种能够破碎坚硬土质的海底埋设犁
US11274680B2 (en) * 2017-01-11 2022-03-15 Transvac Systems Limited Ejector device

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JPS5294376A (en) * 1976-02-05 1977-08-08 Sumitomo Electric Industries Restorable sheets and tubing
JPS5296405A (en) * 1976-02-10 1977-08-13 Takuo Mochizuki Fluid bucket pumps
JPS5720877Y2 (fr) * 1976-09-01 1982-05-06
DE2937406C2 (de) * 1979-09-15 1982-02-04 Blechschmidt, Wolfgang, Ing.(grad.), 2000 Hamburg Spülrohr
EP0072172A1 (fr) * 1981-08-03 1983-02-16 BICC Public Limited Company Pose de câbles et analogues sous l'eau
FR2534308A1 (fr) * 1982-10-12 1984-04-13 Manche Atel Chantiers Procede et dispositif pour le forage et le percage de materiaux solides
US4874270A (en) * 1985-04-01 1989-10-17 Bodine Albert G Method and apparatus for reducing impedance or core material in sonic pile driving
GB8627738D0 (en) * 1986-11-20 1987-01-21 Dallimer D S Silos

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Cited By (23)

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US4004358A (en) * 1973-06-04 1977-01-25 Stichting Speurwerk Baggertechniek Method and apparatus for dredging of ground, particularly sand
US3862502A (en) * 1973-10-19 1975-01-28 Ben Young Clam harvester
US4417674A (en) * 1978-04-13 1983-11-29 Coster Tecnologie Speciali S.P.A. Valve for the admixture of fluids and delivery of the resulting mixture
US4327507A (en) * 1979-05-28 1982-05-04 Hollandsche Aanneming Maatschappij B.V. Rotary cutter head with jet flushing blades
EP0057089A1 (fr) * 1981-01-22 1982-08-04 Hitachi Construction Machinery Co., Ltd. Méthode et système pour poser des tuyaux dans le sol
US4498813A (en) * 1981-06-03 1985-02-12 Electric Power Research Institute, Inc. Underground cable installing apparatus and method utilizing a fluid jet assisted, vibrating blade arrangement
US4473186A (en) * 1982-04-12 1984-09-25 Morton Alperin Method and apparatus for spraying
US4756063A (en) * 1984-11-09 1988-07-12 Neumuenstersche Maschinen- Und Apparatebau Gmbh Method and arrangement for crimping cables of synthetic fibers
FR2600094A1 (fr) * 1985-05-17 1987-12-18 Rudolf Harmstorf Procede et dispositif pour l'etablissement progressif d'un canal de pose sous l'eau
US4681372A (en) * 1986-02-11 1987-07-21 Mcclure William L Deep sea mining apparatus
US5462229A (en) * 1991-09-13 1995-10-31 Kabushiki Kaisha Toshiba Steam injector
US5322222A (en) * 1992-10-05 1994-06-21 Lott W Gerald Spiral jet fluid mixer
WO2003023152A2 (fr) * 2001-09-11 2003-03-20 Rocksaw Technology, Inc. Appareil et procedes d'excavation
WO2003023152A3 (fr) * 2001-09-11 2004-03-11 Rocksaw Technology Inc Appareil et procedes d'excavation
US20040205987A1 (en) * 2003-04-09 2004-10-21 Wade Wasserburger Fluid-assisted plow
US20090124169A1 (en) * 2003-08-26 2009-05-14 Ormond, Llc Cnc abrasive fluid-jet milling
US8165713B2 (en) * 2003-08-26 2012-04-24 Ormond, Llc CNC abrasive fluid-jet milling
US9365908B2 (en) 2011-09-07 2016-06-14 Ormond, Llc Method and apparatus for non-contact surface enhancement
US9050642B2 (en) 2011-09-27 2015-06-09 Ormond, Llc Method and apparatus for surface enhancement
US20140093401A1 (en) * 2012-10-02 2014-04-03 Ford Global Technologies, Llc Jet pump with centralized nozzle
US9322400B2 (en) * 2012-10-02 2016-04-26 Ford Global Technologies, Llc Jet pump with centralized nozzle
US11274680B2 (en) * 2017-01-11 2022-03-15 Transvac Systems Limited Ejector device
CN112764182A (zh) * 2021-02-26 2021-05-07 深圳宣溪塘电子有限公司 一种能够破碎坚硬土质的海底埋设犁

Also Published As

Publication number Publication date
DE1941993A1 (de) 1971-03-11
GB1312515A (en) 1973-04-04
FR2057709A5 (fr) 1971-05-21
BE751199A (fr) 1970-11-03
DE1941993B2 (de) 1972-03-23
NL7012218A (fr) 1971-02-22

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