GB2075085A - Apparatus for cutting trenches - Google Patents
Apparatus for cutting trenches Download PDFInfo
- Publication number
- GB2075085A GB2075085A GB8013613A GB8013613A GB2075085A GB 2075085 A GB2075085 A GB 2075085A GB 8013613 A GB8013613 A GB 8013613A GB 8013613 A GB8013613 A GB 8013613A GB 2075085 A GB2075085 A GB 2075085A
- Authority
- GB
- United Kingdom
- Prior art keywords
- nozzles
- sets
- vehicle
- relative
- changing
- 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.)
- Withdrawn
Links
Classifications
-
- 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
- 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
- E02F5/105—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 self-propulsed units moving on the underwater bottom
-
- 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
Landscapes
- Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Mining & Mineral Resources (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Perforating, Stamping-Out Or Severing By Means Other Than Cutting (AREA)
Abstract
A trench can be cut in a ground surface with jets of pressurised fluid emitted from nozzles (3). The nozzles are mounted such that their positions can be changed together in the vertical direction without changing their relative inclinations. For use in cutting sea bed trenches the nozzles (3) may be mounted via a parallelogram linkage (4 to 9) beneath an underwater tracked vehicle, and water jets may be pumped through the nozzles. <IMAGE>
Description
SPECIFICATION
Apparatus for cutting trenches
This invention relates to apparatus for cutting
trenches in ground surfaces, particularly seabed or
other underwater ground surfaces.
It is known to cut trenches in seabed surfaces,
for cables or pipelines or the like, with apparatus
having nozzles connected to a pump system for producing relatively high pressure high velocity water jets. With this known arrangement the
efficiency of removal of material from the trench
depends on the direction and velocity of the water jets on impact thereof with the seabed surface,
and, in order to achieve high efficiency for a
particular surface material and trench size, it may
be necessary or desirable to ensure that the
positioning of the nozzles relative to such surface
is appropriate to the production of the requisite
water jet impact parameters.
An object of the present invention is to provide
trench-cutting apparatus with which the
positioning of nozzles thereof relative to a ground
surface can be readily and conveniently adjusted
to enable efficient removal of ground material to
be effected for a range of different materials and
trench dimensions.
According to the invention therefore there is
provided apparatus for use in cutting trenches in
ground surfaces, comprising a plurality of nozzles,
and pressurising means for feeding pressurised
fluid to the nozzles to be emitted as jets therefrom,
characterised in that, said nozzles are mounted so
that the positions thereof can be collectively
vertically adjusted without changing the relative
inclinations thereof.
With this arrangement, the positioning of the
nozzles can be readily and conveniently adjusted,
so as to enable operating conditions appropriate
to the efficient removal of ground material to be
achieved for a range of different materials and
trench dimensions.
Most preferably, there are a plurality of different
sets of nozzles and these are interconnected so as
to be movable downwardly simultaneously so that
the heights of the sets are independently
adjustable to give a stepped configuration of
variable steepness, but without changing the
angular dispositions of the sets relative to each
other. Thus, the sets of nozzles may be mounted
on substantially horizontal supports and a
parallelogram linkage may be used to achieve
simultaneous vertical displacement thereof whilst
maintaining their horizontal dispositions. In this
way efficient stepwise cutting and material
removal can be achieved.
In order to facilitate material removal, suction
tubes may be mounted alongside the nozzles,
such tubes acting to pick up material displaced by
the nozzles and to eject same at some convenient
location remote from the trench being cut.
Preferably, the said nozzles are mounted on a
vehicle, so that trench-cutting can be effected as
the vehicle is advanced over the ground surface. In
one embodiment, the vehicle is a tracked vehicle having a pair of tracks with the said nozzles disposed therebetween.
The invention will now be described further by way of example only and with reference to the accompanying drawings in which: Fig. 1 is a diagrammatic side view of a tracked vehicle provided with sets of water jet nozzles in accordance with one embodiment of the present invention;
Fig. 2 is a transverse sectional view of the arrangement of Fig. 1;
Fig. 3 is a side view to a larger scale of the sets of nozzles of Figs. 1 and 2; and
Fig. 4 is a diagrammatic perspective view of one of the sets of nozzles of Fig. 3.
Figs. 1 and 2 show an underwater tracked vehicle, having a pair of tracks 1, 2 respectively along opposite sides thereof. For a more detailed description of the vehicle and particularly the construction of the tracks thereof reference is made to our co-pending Application of even date.
Between the tracks 1,2 as best shown in Fig. 2, there is mounted an assembly 3 of water jet nozzles which are connected via flexible pipes (not shown) to a water jet pump. The assembly also incorporates suction tubes 4, 5, 6, 7 which are connected via flexible conduits 7a to dredge pumps 7b.
In more detail, and as best shown in Figs. 3 and 4, the assembly 3 comprises four vertical square section said tubes 4-7 which are arranged in a row in spaced apart side-by-side disposition. The tubes 4-7 are interconnected by two pairs of parallel rigid elongate links 8, 9, one pair on each longitudinal side of the row of tubes. The links 8, 9 of each pair are spaced one above the other and are respectively level with the links of the other pair. The tube 4 at one end of the row is much taller than the other three tubes 5-7 which are of a common height, and the links 8, 9 are connected at one end to a bracket 10 on the tube 4 so as to be pivotable relative thereto about horizontal axes.
The other tubes 5-7 have flanges 11 thereon which are pivotally connected to adjacent positions on the links 8, 9.
A hydraulic actuator 12 is connected between (and is pivotally mounted relative to) the tube 4 and the links 8, 9 so as to be capable of effecting pivoting of the links relative to the tube. During such pivoting the tubes 4-7 remain vertical and the links 8, 9 remain parallel to each other, the links 8, 9 and tubes 4-7 defining a parallelogram linkage. The links 8, 9 are pivotable between an uppermost position, as shown in Fig. 3, at which the links extend horizontally and the bottom ends of the tubes 4-7 lie in a common horizontal plane, and a lowermost position as shown in Fig. 1 at which the links 8, 9 are inclined downwardly at an angle and the tubes 4-7 adopt a stepped configuration.
The tallest tube 4 is mounted on an underframe structure of the tracked vehicle so as to be vertically slidable relative thereto and a hydraulic actuator 1 3 is connected between such structure and the tube 4 for effecting such sliding.
To each tube 4-7 there is secured a pipe arrangement (see Fig. 4) comprising two side-byside upright L-shaped pipes 14 which are joined at upper vertical end portions thereof to a common inlet pipe 1 5 and which are interconnected by transverse linking pipes 16, 1 7 at lower horizontal end portions 20 thereof. Nozzles 18, 19 are provided beneath the said lower horizontal end portions 20 and also below the said transverse pipes 16, 17. The nozzles 18, 19 lie in a common horizontal plane substantially level with the bottom end of the tube 4, 5, 6, 7. There are six nozzles in all (four beneath the pipes 16, 17 and two beneath the ends 20 of the pipes 14) and these may be directed vertically downwardly or at an angle as desired.With one arrangement, four vertically directed nozzles 18 are provided beneath the pipes 16, 17 and two inclined nozzles 19 are provided beneath the pipe ends 20, such nozzles 19 being inclined at angles of 450 towards each other. Reinforcing struts 21 are provided between the lower horizontal end portions 20 and upper vertical end portions of the pipes 14.
In use, the tracked vehicle can be advanced along an underwater seabed surface with the nozzle sets retracted, that is with both actuators
12, 13 in the uppermost positions thereof. In order to cut a trench in the seabed, all sets of nozzles are
lowered with the actuator 13, and the actuator 12 is operated to pivot the links 8, 9 downwardly so that the sets of nozzles adopt a stepped configuration as shown in Fig. 1. The water jet and dredge pumps are operated whereby material is blasted away from the seabed by relatively high pressure high velocity water jets emitted by the nozzles 18, 19, and dislodged material is sucked
up through the tubes 4-7 and blown away from the trench being cut as the vehicle advances.
With this arrangement, each set of nozzles is at
a position in relation to the seabed surface
appropriate to the efficient removal of material thereby. That is, each set of nozzles efficiently
blasts material from the seabed at its respective depth (down to the level of the next lower set of nozzles) and spoil produced is removed by the respective suction tube 4-7 or, alternatively (and particularly in the case of large stones), transferred to the vicinity of the next lower set of nozzles.
The operational position of the actuator 12, and hence the steepness of the stepped sets of nozzles, is selected in accordance with the desired trench depth and the nature of the seabed material. Thus, for estuary-type mud, the action of the water jets is to cut deep narrow slots, the resulting spoil being readily removable by the suction tubes 4-7, and the nozzle sets may be set relatively steeply. For a sandy seabed the water jets act to remove a larger volume of material giving a wider trench and for which a less steep inclination of the nozzle sets is required.
It will be noted that positional adjustment of the nozzle sets to suit requirements can be effected quickly and conveniently, simply by operating the actuator 12, and the action of the parallelogram linkage is such as to ensure that the predetermined inclinations of the nozzles relative to each other and to the seabed surface are maintained during such adjustment.
It is of course to be understood that the invention is not intended to be restricted to the details of the above embodiment which are f described by way of example only.
Claims (10)
1. Apparatus for use in cutting trenches in ground surfaces, comprising a plurality of nozzles, and pressurising means for feeding pressurised fluid to the nozzles to be emitted as jets therefrom, characterised in that, said nozzles are mounted so that the positions thereof can be collectively vertically adjusted without changing the relative inclinations thereof.
2. Apparatus according to claim 1, wherein there is a plurality of different sets of nozzles and these are interconnected so as to be movable downwardly simultaneously so that the heights of the sets are independently adjustable to give a stepped configuration of variable steepness, but without changing the angular dispositions of the sets relative to each other.
3. Apparatus according to claim 2, wherein the sets of nozzles are mounted on substantially horizontal supports.
4. Apparatus according to claim 3, wherein a parallelogram linkage is used to achieve simultaneous vertical displacement of the sets of nozzles whilst maintaining their horizontal dispositions.
5. Apparatus according to any one of claims 1 to 4, wherein suction tubes are mounted alongside the nozzles.
6. Apparatus according to any one of claims 1 to 5, wherein said pressurising means comprises a water jet pump.
7. Apparatus according to any one of claims 1 to 6, wherein the said nozzles are mounted on a vehicle.
8. Apparatus according to claim 7, wherein the said vehicle is a tracked vehicle.
9. Apparatus according to claim 8, wherein the said tracked vehicle has a pair of tracks and the said nozzles are disposed between same.
10. Apparatus according to claim 1 substantially as hereinbefore described with reference to and as illustrated in the accompanying drawings.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
GB8013613A GB2075085A (en) | 1980-04-24 | 1980-04-24 | Apparatus for cutting trenches |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
GB8013613A GB2075085A (en) | 1980-04-24 | 1980-04-24 | Apparatus for cutting trenches |
Publications (1)
Publication Number | Publication Date |
---|---|
GB2075085A true GB2075085A (en) | 1981-11-11 |
Family
ID=10513000
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
GB8013613A Withdrawn GB2075085A (en) | 1980-04-24 | 1980-04-24 | Apparatus for cutting trenches |
Country Status (1)
Country | Link |
---|---|
GB (1) | GB2075085A (en) |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP1167637A2 (en) * | 2000-06-12 | 2002-01-02 | Frank Mohn Flatoy A/S | Trenching apparatus |
NL1016033C2 (en) * | 2000-08-28 | 2002-03-01 | Hollandsche Betongroep Nv | Sea=bed trenching device for laying cable or pipeline is towed by the cable laying ship and comprises a sledge fitted with high pressure multi=nozzle spray arms lowered or pivoted vertically on each side of the laid pipe |
WO2002018716A1 (en) * | 2000-08-28 | 2002-03-07 | Hollandsche Beton Groep N.V. | Device for making a trench in the bottom of a water area, provided with linked spray arms |
CN111094656A (en) * | 2017-07-27 | 2020-05-01 | 皇家Ihc有限公司 | Trench cutting apparatus and method |
-
1980
- 1980-04-24 GB GB8013613A patent/GB2075085A/en not_active Withdrawn
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP1167637A2 (en) * | 2000-06-12 | 2002-01-02 | Frank Mohn Flatoy A/S | Trenching apparatus |
EP1167637A3 (en) * | 2000-06-12 | 2002-05-15 | Frank Mohn Flatoy A/S | Trenching apparatus |
NL1016033C2 (en) * | 2000-08-28 | 2002-03-01 | Hollandsche Betongroep Nv | Sea=bed trenching device for laying cable or pipeline is towed by the cable laying ship and comprises a sledge fitted with high pressure multi=nozzle spray arms lowered or pivoted vertically on each side of the laid pipe |
WO2002018716A1 (en) * | 2000-08-28 | 2002-03-07 | Hollandsche Beton Groep N.V. | Device for making a trench in the bottom of a water area, provided with linked spray arms |
CN111094656A (en) * | 2017-07-27 | 2020-05-01 | 皇家Ihc有限公司 | Trench cutting apparatus and method |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
WAP | Application withdrawn, taken to be withdrawn or refused ** after publication under section 16(1) |