EP0709526A2 - Wiederauffüllvorrichtung für Rohrleitungsgräben - Google Patents
Wiederauffüllvorrichtung für Rohrleitungsgräben Download PDFInfo
- Publication number
- EP0709526A2 EP0709526A2 EP95402080A EP95402080A EP0709526A2 EP 0709526 A2 EP0709526 A2 EP 0709526A2 EP 95402080 A EP95402080 A EP 95402080A EP 95402080 A EP95402080 A EP 95402080A EP 0709526 A2 EP0709526 A2 EP 0709526A2
- Authority
- EP
- European Patent Office
- Prior art keywords
- trench
- chassis
- pipe
- frame
- strip
- 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- Withdrawn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
- 239000000463 material Substances 0.000 claims abstract description 9
- 238000012216 screening Methods 0.000 claims description 10
- 230000033001 locomotion Effects 0.000 claims description 9
- 230000005540 biological transmission Effects 0.000 claims description 7
- 239000012530 fluid Substances 0.000 claims description 4
- 230000000295 complement effect Effects 0.000 claims description 3
- 238000007599 discharging Methods 0.000 claims 1
- 239000002245 particle Substances 0.000 description 3
- 239000004698 Polyethylene Substances 0.000 description 2
- -1 polyethylene Polymers 0.000 description 2
- 229920000573 polyethylene Polymers 0.000 description 2
- 238000005520 cutting process Methods 0.000 description 1
- 239000000428 dust Substances 0.000 description 1
- 239000004744 fabric Substances 0.000 description 1
- 239000010419 fine particle Substances 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 239000013307 optical fiber Substances 0.000 description 1
- 239000003208 petroleum Substances 0.000 description 1
- 239000004033 plastic Substances 0.000 description 1
- 229920003023 plastic Polymers 0.000 description 1
- 230000001681 protective effect Effects 0.000 description 1
- 230000008054 signal transmission Effects 0.000 description 1
- 210000001519 tissue Anatomy 0.000 description 1
Images
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
- E02F5/14—Component parts for trench excavators, e.g. indicating devices travelling gear chassis, supports, skids
- E02F5/145—Component parts for trench excavators, e.g. indicating devices travelling gear chassis, supports, skids control and indicating devices
-
- 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
-
- 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
- E02F5/14—Component parts for trench excavators, e.g. indicating devices travelling gear chassis, supports, skids
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02F—DREDGING; SOIL-SHIFTING
- E02F5/00—Dredgers or soil-shifting machines for special purposes
- E02F5/22—Dredgers or soil-shifting machines for special purposes for making embankments; for back-filling
- E02F5/223—Dredgers or soil-shifting machines for special purposes for making embankments; for back-filling for back-filling
- E02F5/226—Dredgers or soil-shifting machines for special purposes for making embankments; for back-filling for back-filling with means for processing the soil, e.g. screening belts, separators; Padding machines
Definitions
- the present invention relates to backfilling devices for a trench, in particular a trench in which is housed a pipe for transporting a fluid.
- a screening and backfilling device of this type usually includes a hopper for receiving the materials used for backfilling, a continuous conveyor arranged below the hopper, and a vibrating screen system fed by the continuous conveyor and intended to fill the trench of successive layers of materials having a determined particle size.
- the assembly is supported by a chassis which is itself supported, cantilevered above the trench to be backfilled, by a carrying arm, integral with a tractor or the like. It is thus possible to backfill, a trench, by making a single pass with this device, with different layers of materials of different particle sizes.
- the present invention aims to remedy these drawbacks by proposing a device for backfilling trenches which is equipped with means suitable for installing the warning tape and the cable sheath without the manual intervention of a worker.
- the invention relates to a device for backfilling a trench, in particular a trench in which is housed a pipe for transporting a fluid, this device comprising a frame capable of being moved longitudinally above the trench using a means of locomotion, this frame supporting an embankment storage means, as well as means for screening and pouring this embankment on the plumb with the trench, this device being characterized in that, of a part of the said chassis disposed in front of the means for screening and pouring the fill, in the direction of movement of the chassis relative to the trench, are integral, d on the one hand, support means capable of receiving a roll of a warning strip and of allowing it to pivot freely around its axis by unwinding the strip, on the other hand, a roll of application of this strip mounted on the below the chassis and above the unrolled strip, so as to apply the latter to an embankment material previously poured into the trench on the pipe to be protected.
- the tape application roller Since the tape application roller is supported by the front part of the device chassis, as the device progresses along the trench, the warning tape will be applied continuously by this roller against the embankment covering the pipe. and it will itself be covered immediately by a new layer of fill pouring out at the rear of the chassis.
- the two layers of backfill can be discharged simultaneously by the device, in a manner known per se, by screening and dumping means offset on the chassis along the length of the trench.
- the support means intended to receive the roll of the warning strip may simply comprise two U-section elements turned upwards and supported below the chassis by a member integral with the latter, and a rod intended to be engaged in the roller along its axis, to form an axis of rotation, and to rest in the U-shaped elements.
- the scraper blade will advantageously be fixed below the chassis of the device, in front of the tape application roller, in the direction of movement of the device, so that the tape is applied to an embankment surface substantially flattened by this scraper blade.
- the scraper blade and / or the application roller are preferably adjustable in height with respect to the chassis, for example using a system of jacks.
- a guidance system comprising a cable (or chain) suspended from the end of a support means disposed at the front of the chassis, in its direction of movement, will serve as a guide means for the tractor driver driving the device above the trench, who must endeavor to keep the end of this cable or chain in contact with the upper part of the conduct.
- a support means disposed at the front of the chassis carries a guide structure, which covers the pipe and of which is laterally integral at least one ring in which can be engaged a sheath of signal transmission cable, previously disposed at the edge of the trench, which is thus taken up by the guide structure, as the chassis of the device according to the invention advances, to be placed laterally at a constant distance from the pipe and be buried in this position in the embankment that the device pours into the trench.
- the guide structure may simply have the shape of a portion of cylinder complementary to the profile of the pipe, so as to cover the latter and to rest on it.
- the device 1 is arranged above a trench 2 to be backfilled, in which a pipe 3 is housed.
- the device 1 is carried by a tractor 4, which moves laterally along the trench.
- the device 1 is secured to the tractor by articulated arms such as 5 and 6 and a lifting system 7 by cable or jack is also provided.
- the device 1 is of the type described in US Pat. No. 4,955,756, but it could naturally be different. It comprises a frame 8, which supports a hopper 9 intended to receive the raw fill and to pour it on a continuous conveyor 10.
- the conveyor 10 in turn pours the fill onto a screening assembly 11 with vibrating screens, which, by the 'Intermediate troughs such as 12, successively pour into the trench a first layer of backfill 13 of a relatively fine particle size in which is embedded the pipe 3, then at least a second layer such as 14, of coarser particle size.
- the present invention proposes, on the one hand, to interpose between the layers 13 and 14 of backfill, a strip 15 warning of the presence of the pipe 3 and, on the one hand, to arrange laterally with respect to the pipe 3 a sheath 16 for one or more cables for transporting information and control signals, this sheath being previously arranged at the edge of the trench 2, all these operations being carried out simultaneously by the device 1, at the same time as the operations of backfilling.
- the backfill layer 13 is thus flattened by the blade 18, while, simultaneously, at the rear of this blade, the warning strip 15 unrolls from the roller 21 and is applied by the roller 22 against the embankment 13, to be immediately covered by the embankment 14.
- a structure guide 28 which can be seen in more detail in FIG. 3.
- This guide structure 28, made up of beams 29, has a cylindrical profile complementary to that of the pipe 3, on which it rests by rollers 30, mounted pivoting on the beams 29. The structure 28 can thus faithfully follow the path imposed on it by the pipe 3, during the movement of the chassis 8.
- the structure 28 thus drives in its movement the rings 32, which take up the sheath 16 at a substantially constant distance from the edge and from the pipe 3, in a position in which it is then immobilized by the fill 13 that the chassis 8 pours, backfill in which it is thus embedded.
- this operation of positioning the sheath 16 is also carried out in synchronization with the other operations controlled by the chassis, without requiring any manual intervention by a worker at the bottom of the trench.
- the driver of the tractor 4 can thus permanently adjust the position of the device 8, so that the chain 35 remains in contact with the pipe 3.
- a cable 36 driven at one end by a winch 37, passes over a deflection pulley 38 carried by the beam 34 and supports at its end the arm 26, of which the guide structure 28 is integral. It is thus possible to raise this structure when necessary, or when the device 1 is not used.
- the scraper blade 18 and the roller 22 are preferably adjustable vertically with respect to the chassis, for example using a system of jacks.
- the invention therefore proposes a device for backfilling trenches which is simple and easy to handle, which, by means of inexpensive arrangements of the usual devices, allows them to fulfill new advantageous functions, in synchronization with their usual functions.
Landscapes
- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Light Guides In General And Applications Therefor (AREA)
- Road Paving Machines (AREA)
- Electric Cable Installation (AREA)
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| FR9413032 | 1994-10-31 | ||
| FR9413032A FR2726304B1 (fr) | 1994-10-31 | 1994-10-31 | Perfectionnements aux dispositifs de remblayage d'une tranchee, notamment d'une tranchee dans laquelle est logee une conduite de transport d'un fluide |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| EP0709526A2 true EP0709526A2 (de) | 1996-05-01 |
| EP0709526A3 EP0709526A3 (de) | 1996-07-24 |
Family
ID=9468389
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| EP95402080A Withdrawn EP0709526A3 (de) | 1994-10-31 | 1995-09-14 | Wiederauffüllvorrichtung für Rohrleitungsgräben |
Country Status (4)
| Country | Link |
|---|---|
| US (1) | US5632574A (de) |
| EP (1) | EP0709526A3 (de) |
| FR (1) | FR2726304B1 (de) |
| MA (1) | MA23702A1 (de) |
Families Citing this family (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE19513047C2 (de) * | 1995-03-29 | 1998-07-02 | Meyer & John Gmbh & Co | Verfahren und Vorrichtung zum Aufrechterhalten der Vorflut beim Erstellen eines neuen Kanals |
| AU4579199A (en) | 1998-06-19 | 2000-01-05 | Ryan Incorporated Eastern | Apparatus and methods for placing and engaging elongate workpieces |
| FR2780079B1 (fr) * | 1998-06-19 | 2000-09-08 | Miniere Et Commerciale Soc | Procede et dispositif de remblayage d'une tranchee |
| US9022690B2 (en) * | 2013-01-31 | 2015-05-05 | Gaetan TROTTIER | Cable recovery device and system |
| FR3126434B1 (fr) * | 2021-09-02 | 2023-09-08 | Groupe Marais | Trancheuse munie d’un système de guide câble comportant au moins un guide câble à plusieurs positions. |
| IT202200009344A1 (it) * | 2022-05-09 | 2023-11-09 | Rocco Guerrisi Costr S R L | Macchina operatrice riempitiva e autolivellante di materiali da rinterro per scavi a sezione obbligata inerenti la posa di condotte di pubblica utilità (metano, telefonia, acquedotti, fognature e distribuzione elettrica). |
Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4955756A (en) | 1988-05-31 | 1990-09-11 | Ed Klamar | Pipeline padding system |
Family Cites Families (17)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB410900A (en) * | 1932-12-23 | 1934-05-31 | County Of London Electric Supp | Improvements in or relating to apparatus for laying underground cables |
| FR1399392A (fr) * | 1964-06-24 | 1965-05-14 | Installation d'irrigation des territoires secs | |
| US3460350A (en) * | 1965-05-24 | 1969-08-12 | Toro Mfg Corp | Irrigation apparatus |
| US3339369A (en) * | 1965-10-14 | 1967-09-05 | F B Ryan Mfg Company | Identification tape plow |
| US3849999A (en) * | 1973-11-02 | 1974-11-26 | E Coffey | Trailer type mole unit |
| US4289424A (en) * | 1980-01-07 | 1981-09-15 | Marvin E. Rue | Apparatus for laying conduit, cable and the like in or beneath fill material |
| US4332511A (en) * | 1980-04-09 | 1982-06-01 | Bradley Dennis K | Cable burying apparatus |
| US4430022A (en) * | 1981-06-03 | 1984-02-07 | Electric Power Research Institute, Inc. | Underground cable installing apparatus and method utilizing a multi-positionable plow blade |
| US5082397A (en) * | 1982-04-13 | 1992-01-21 | Solmat Systems, Ltd. | Method of and apparatus for controlling fluid leakage through soil |
| IL70170A (en) * | 1983-11-08 | 1985-11-29 | Shlomo Pinto | Method and device for insulation of the ground |
| US4741646A (en) * | 1985-05-02 | 1988-05-03 | Hatch G Brent | Machine for laying conduct and methods for use thereof |
| US4650370A (en) * | 1986-01-14 | 1987-03-17 | J. I. Case Company | High-speed cable-laying apparatus |
| FR2600689B1 (fr) * | 1986-06-26 | 1992-03-13 | Rivard Ets | Ensemble mecanise pour le creusage d'une tranchee et la pose d'objets allonges |
| DE3631543C2 (de) * | 1986-09-17 | 1995-07-06 | Draka Spezialbaggerbetrieb Gmb | Gerät zum Füllen von Erdgräben |
| US4912862A (en) * | 1989-01-09 | 1990-04-03 | Bishop William B | Backfill machine |
| US4981396A (en) * | 1989-02-28 | 1991-01-01 | The Charles Machine Works, Inc. | Multiple pipe installation backfilling, and compaction attachment |
| US5261171A (en) * | 1990-03-26 | 1993-11-16 | Bishop William B | Pipeline padding machine attachment for a vehicle |
-
1994
- 1994-10-31 FR FR9413032A patent/FR2726304B1/fr not_active Expired - Fee Related
-
1995
- 1995-09-14 EP EP95402080A patent/EP0709526A3/de not_active Withdrawn
- 1995-10-04 US US08/539,226 patent/US5632574A/en not_active Expired - Fee Related
- 1995-10-20 MA MA24047A patent/MA23702A1/fr unknown
Patent Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4955756A (en) | 1988-05-31 | 1990-09-11 | Ed Klamar | Pipeline padding system |
Also Published As
| Publication number | Publication date |
|---|---|
| FR2726304B1 (fr) | 1997-01-17 |
| US5632574A (en) | 1997-05-27 |
| MA23702A1 (fr) | 1996-07-01 |
| EP0709526A3 (de) | 1996-07-24 |
| FR2726304A1 (fr) | 1996-05-03 |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PUAI | Public reference made under article 153(3) epc to a published international application that has entered the european phase |
Free format text: ORIGINAL CODE: 0009012 |
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| AK | Designated contracting states |
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| PUAL | Search report despatched |
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| 17P | Request for examination filed |
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| GRAG | Despatch of communication of intention to grant |
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| GRAG | Despatch of communication of intention to grant |
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| GRAH | Despatch of communication of intention to grant a patent |
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| 17Q | First examination report despatched |
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| STAA | Information on the status of an ep patent application or granted ep patent |
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| 18D | Application deemed to be withdrawn |
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