EP0258934A1 - Equipment for manufacturing in situ and laying over a basin bottom and/or bank, a mat - Google Patents
Equipment for manufacturing in situ and laying over a basin bottom and/or bank, a mat Download PDFInfo
- Publication number
- EP0258934A1 EP0258934A1 EP87201589A EP87201589A EP0258934A1 EP 0258934 A1 EP0258934 A1 EP 0258934A1 EP 87201589 A EP87201589 A EP 87201589A EP 87201589 A EP87201589 A EP 87201589A EP 0258934 A1 EP0258934 A1 EP 0258934A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- mat
- carrier
- comprised
- geotextile
- over
- 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.)
- Granted
Links
- 238000004519 manufacturing process Methods 0.000 title claims abstract description 6
- 238000011065 in-situ storage Methods 0.000 title claims description 5
- 239000004746 geotextile Substances 0.000 claims abstract description 20
- 239000010426 asphalt Substances 0.000 claims abstract description 12
- 229910052500 inorganic mineral Inorganic materials 0.000 claims abstract description 12
- 239000011707 mineral Substances 0.000 claims abstract description 12
- 239000000463 material Substances 0.000 claims abstract description 10
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 8
- 238000000034 method Methods 0.000 claims description 11
- 239000011345 viscous material Substances 0.000 claims 1
- 238000006073 displacement reaction Methods 0.000 description 2
- 230000002787 reinforcement Effects 0.000 description 1
- 230000000717 retained effect Effects 0.000 description 1
- 210000004233 talus Anatomy 0.000 description 1
- 239000003643 water by type Substances 0.000 description 1
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
- E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
- E02B3/12—Revetment of banks, dams, watercourses, or the like, e.g. the sea-floor
- E02B3/121—Devices for applying linings on banks or the water bottom
Definitions
- This invention relates to a method for manufacturing in situ and laying over the bottom and/or the bank of a basin, a mat comprised of mineral asphalt or similar which is laid over a carrier comprised for example of a geotextile or similar industrial product.
- said materials which will form the mat are dumped over said carrier, while the carrier is being moved in the direction of the basin and the unit formed by the carrier with the material dumped thereon, is further pulled in the water until the resulting mat is spread over the desired length on the basin bottom and/or bank.
- the invention further pertains to an equipment for the working under optimum conditions, of the method according to the invention.
- the equipment according to the invention comprises means for bringing on a carrier, those bituminous materials which mainly comprise the mat, and an apparatus for holding said mat, pulling same through the water and releasing same remotely.
- said means for pulling through the water, said geotextile with the bituminous materials dumped thereon are comprised of a spiked roller which can enter the geotextile and remains locked relative to a frame, while means are provided to unlock remotely said spiked roller relative to said frame to enable releasing said geotextile from the spiked roller.
- the basin is shown in 1 and the bottom thereof in 2.
- the bank is here in the shape of a slope or talus 3.
- the bank profile as shown in figures 1 and 2 is in no way limitative for the method according to the invention. Any other shape for the bank or the bottom might indeed be considered. It is however clear that the method according to the invention can be worked here under the best conditions.
- the geotextile strip 4 is present here preferably in the form of a roll 5 which is mounted on a stand 6 which can be located along the basin.
- the displacement of the stand may occur on rails, but said stand may also form part of a device which is movable on wheels or caterpillar tracks.
- a spreading machine 7 is also part of the stand.
- spreading machine means that unit which may comprise a mixing device for preparing the mineral asphalt and a metering or proper spreading device.
- the spreading machine 7 preferably belongs to the stand 6 the roll 5 is also part of. Said spreading machine may possibly also be comprised of a hydraulic crane.
- the geotextile strip whereon no mineral asphalt is dumped in this location, is thus locked with the free end thereof by a spiked roller 9 relative to a frame 10.
- Said geotextile end is wound once or twice at the most about the spiked roller 9.
- Said spiked roller is mounted in a frame 10.
- the pawl 14 may be retained pressed in the teeth from ratchet wheel 13, under its own weight or under the action of a spring 16.
- the pawl By pulling on a rope 18 in the direction of arrow 17, the pawl is pulled out of the ratchet wheel and the spiked roller 9 is free to revolve about the shaft 12 thereof when the frame 10 is pulled further in the direction of arrow 19.
- the rope 18 may be pulled upwards from a pontoon 20, but this might also occur in some other way, depending on the local conditions.
- the end of the geotextile strip may be gripped with other means than a spiked roller. Said end may indeed be clamped between gripping members which do not show any likeness with the spiked roller described by way of example, and which may also be remotely controlled.
- the carrier whereon the mineral asphalt is being dumped on may also have a structure similar to a geotexilte.
Landscapes
- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Environmental & Geological Engineering (AREA)
- Ocean & Marine Engineering (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Revetment (AREA)
Abstract
Description
- This invention relates to a method for manufacturing in situ and laying over the bottom and/or the bank of a basin, a mat comprised of mineral asphalt or similar which is laid over a carrier comprised for example of a geotextile or similar industrial product.
- As the laying of mats comprised of mineral asphalt and a geotextile, is more and more used, it is of importance to so coordinate the required operations therefor, that forming the mat proper and spreading same over the bottom and/or bank of the basin means a substantial saving in time and manual labour.
- There must be understood with the wording "basin", canals, rivers, river mouths, lakes, docks, running waters or not.
- To make this possible according to the invention, said materials which will form the mat are dumped over said carrier, while the carrier is being moved in the direction of the basin and the unit formed by the carrier with the material dumped thereon, is further pulled in the water until the resulting mat is spread over the desired length on the basin bottom and/or bank.
- The invention further pertains to an equipment for the working under optimum conditions, of the method according to the invention.
- For this purpose, the equipment according to the invention comprises means for bringing on a carrier, those bituminous materials which mainly comprise the mat, and an apparatus for holding said mat, pulling same through the water and releasing same remotely.
- In a possible embodiment of the invention, said means for pulling through the water, said geotextile with the bituminous materials dumped thereon, are comprised of a spiked roller which can enter the geotextile and remains locked relative to a frame, while means are provided to unlock remotely said spiked roller relative to said frame to enable releasing said geotextile from the spiked roller.
- Other details and advantages of the invention will stand out from the following description of a method for manufacturing in situ and laying over a basin bottom, a mat comprised of mineral asphalt or similar and a carrier from geotextile, for example, or a similar product, according to the invention. This description is only given by way of non limitative example, and with reference to the accompanying drawings, in which:
- Figure 1 is a diagrammatic showing of the method according to the invention, in a first step thereof.
- Figure 2 is a diagrammatic showing of the method according to the invention, in a second step thereof.
- Figure 3 shows on a larger scale, a detail from the equipment according to the invention.
- In figures 1 and 2, the basin is shown in 1 and the bottom thereof in 2. The bank is here in the shape of a slope or
talus 3. The bank profile as shown in figures 1 and 2 is in no way limitative for the method according to the invention. Any other shape for the bank or the bottom might indeed be considered. It is however clear that the method according to the invention can be worked here under the best conditions. - Before describing the method in detail, it should be made clear that the mats which are being used here are made form geotextiles or diaphragms which are intended to serve as foundation or reinforcement for the mineral asphalt. The geotextile strip 4 is present here preferably in the form of a
roll 5 which is mounted on astand 6 which can be located along the basin. The displacement of the stand may occur on rails, but said stand may also form part of a device which is movable on wheels or caterpillar tracks. - A spreading
machine 7 is also part of the stand. - The wording "spreading machine" means that unit which may comprise a mixing device for preparing the mineral asphalt and a metering or proper spreading device. The spreading
machine 7 preferably belongs to thestand 6 theroll 5 is also part of. Said spreading machine may possibly also be comprised of a hydraulic crane. - The mineral asphalt laid continuously or discontinously by the spreading
machine 7 over the geotextile strip 4 is visible in figures 1 and 2, and bearsreference numeral 8. - Various apparatus may be used to hold the geotextile strip during the displacement thereof along the bank and over the bottom. There is described hereinafter, only by way of explanation of the method according to the invention, an advantageous embodiment which makes use of a "spiked roller".
- The geotextile strip whereon no mineral asphalt is dumped in this location, is thus locked with the free end thereof by a spiked roller 9 relative to a
frame 10. Said geotextile end is wound once or twice at the most about the spiked roller 9. Said spiked roller is mounted in aframe 10. On the spikedroller shaft 12, there is secured aratchet wheel 13 wherein apawl 14 with pivot 15 grips. Thepawl 14 may be retained pressed in the teeth fromratchet wheel 13, under its own weight or under the action of aspring 16. By pulling on arope 18 in the direction of arrow 17, the pawl is pulled out of the ratchet wheel and the spiked roller 9 is free to revolve about theshaft 12 thereof when theframe 10 is pulled further in the direction ofarrow 19. - The
rope 18 may be pulled upwards from apontoon 20, but this might also occur in some other way, depending on the local conditions. - When a mat comprised of a geotextile 4 with a
mineral asphalt layer 8 dumped thereon is brought in place, the equipment comprised of the spreadingmachine 7 and accesories thereof, is moved sidewise over the required distance, that is cross-wise to the direction the mat is pulled along, and the same operations may be repeated. - There will appear quite clearly from the above description of the equipment and method according to the invention, the large advantages which the invention offers, not only for spreading mats regularly over the bottom, but also when considering the time and working hours which are normally taken into account.
- The invention is not however limited to the above-described embodiment and many changes may be brought thereto without departing from the scope of the invention.
- As clearly stated, the end of the geotextile strip may be gripped with other means than a spiked roller. Said end may indeed be clamped between gripping members which do not show any likeness with the spiked roller described by way of example, and which may also be remotely controlled. The carrier whereon the mineral asphalt is being dumped on, may also have a structure similar to a geotexilte.
Claims (5)
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
BE217113 | 1986-09-02 | ||
BE0/217113A BE905365A (en) | 1986-09-02 | 1986-09-02 | In-situ prodn. system for bed of water course - porous asphalt onto mineral textile support and hauls it into position through water |
Publications (2)
Publication Number | Publication Date |
---|---|
EP0258934A1 true EP0258934A1 (en) | 1988-03-09 |
EP0258934B1 EP0258934B1 (en) | 1991-09-11 |
Family
ID=3844073
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP19870201589 Expired EP0258934B1 (en) | 1986-09-02 | 1987-08-21 | Equipment for manufacturing in situ and laying over a basin bottom and/or bank, a mat |
Country Status (2)
Country | Link |
---|---|
EP (1) | EP0258934B1 (en) |
DE (1) | DE3772906D1 (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE19735944A1 (en) * | 1997-08-19 | 1999-03-11 | Ekkehard Just | Dyke-stabilising system at high water |
DE19718414C2 (en) * | 1996-05-02 | 1999-08-19 | Kamphuis | Process for lining a channel with foil |
Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US2570271A (en) * | 1946-05-23 | 1951-10-09 | Andrew B Pickett | Apparatus and process for launching revetments |
DE1016197B (en) * | 1953-02-25 | 1957-09-19 | Bataafsche Petroleum | Method and device for the continuous production and installation of a flexible, reinforced sealing covering for the protection of embankments |
FR2429872A1 (en) * | 1978-06-26 | 1980-01-25 | Trefilunion | Soil coverings incorporating nonwoven polyester matting - to prevent soil erosion or leaching out of muds, clays etc. |
-
1987
- 1987-08-21 EP EP19870201589 patent/EP0258934B1/en not_active Expired
- 1987-08-21 DE DE8787201589T patent/DE3772906D1/en not_active Expired - Fee Related
Patent Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US2570271A (en) * | 1946-05-23 | 1951-10-09 | Andrew B Pickett | Apparatus and process for launching revetments |
DE1016197B (en) * | 1953-02-25 | 1957-09-19 | Bataafsche Petroleum | Method and device for the continuous production and installation of a flexible, reinforced sealing covering for the protection of embankments |
FR2429872A1 (en) * | 1978-06-26 | 1980-01-25 | Trefilunion | Soil coverings incorporating nonwoven polyester matting - to prevent soil erosion or leaching out of muds, clays etc. |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE19718414C2 (en) * | 1996-05-02 | 1999-08-19 | Kamphuis | Process for lining a channel with foil |
DE19735944A1 (en) * | 1997-08-19 | 1999-03-11 | Ekkehard Just | Dyke-stabilising system at high water |
DE19735944C2 (en) * | 1997-08-19 | 2001-03-15 | Ekkehard Just | Method and device for stabilizing river dikes during floods |
Also Published As
Publication number | Publication date |
---|---|
EP0258934B1 (en) | 1991-09-11 |
DE3772906D1 (en) | 1991-10-17 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN210263159U (en) | Auxiliary laying device for bentonite waterproof blanket | |
CN102677661A (en) | Reinforcement method for foundation of silt soft-based cast-in-place box girder support | |
FI64967C (en) | ANALYSIS OF THE MARKETS AND ENVIRONMENTAL MARKETS | |
CN109457689B (en) | Underground continuous film-hanging wall building machine | |
EP0258934A1 (en) | Equipment for manufacturing in situ and laying over a basin bottom and/or bank, a mat | |
CN101509265B (en) | Pull-type soil shifter smoothing technique for soft foundation field and pull-type soil shifter | |
EP0514559B1 (en) | Transfer of building load via a steelmember, to the ground, by use of a special ramhead | |
EP0261706B1 (en) | Equipment for laying a sunk mattress down on a basin bottom | |
BE905365A (en) | In-situ prodn. system for bed of water course - porous asphalt onto mineral textile support and hauls it into position through water | |
EP0960660B1 (en) | Process for filling a disposal site for silt supplied with a high water content and device for applying drainage wicks | |
JPS6046214B2 (en) | Surface erosion prevention material and its manufacturing method | |
JP2679235B2 (en) | Soft ground reclamation method | |
JP3295446B2 (en) | Method and apparatus for laying waterproof sheet | |
EP0655535B1 (en) | Method and apparatus for dredging a trench in a water bed | |
DE4303742C1 (en) | Dewatering ground with high water content | |
JPH0739647B2 (en) | Method of laying waterproof sheet | |
JPS6058330B2 (en) | Waterproof sheet installation method | |
DE158190C (en) | ||
JPH04312609A (en) | Sheet for civil construction work and its laying | |
JP2999141B2 (en) | Water impermeable sheet stretching device and water impermeable sheet stretching method using the same | |
ATA21889A (en) | METHOD AND DEVICE FOR PRODUCING A STRAND FROM INDIVIDUAL ELEMENTS UNDER WATER | |
JPH01111912A (en) | Placing of rubber sheet on marine wastes-treating site | |
US3464329A (en) | Concrete road surfacing | |
DE2355416A1 (en) | TRANSPORTATION OF MINERALS IN THE SEA | |
JPH059568B2 (en) |
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 |
|
AK | Designated contracting states |
Kind code of ref document: A1 Designated state(s): DE ES FR IT NL |
|
17P | Request for examination filed |
Effective date: 19880711 |
|
17Q | First examination report despatched |
Effective date: 19900405 |
|
GRAA | (expected) grant |
Free format text: ORIGINAL CODE: 0009210 |
|
AK | Designated contracting states |
Kind code of ref document: B1 Designated state(s): DE ES FR IT NL |
|
REF | Corresponds to: |
Ref document number: 3772906 Country of ref document: DE Date of ref document: 19911017 |
|
ITF | It: translation for a ep patent filed | ||
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: ES Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 19911222 |
|
ET | Fr: translation filed | ||
PLBE | No opposition filed within time limit |
Free format text: ORIGINAL CODE: 0009261 |
|
STAA | Information on the status of an ep patent application or granted ep patent |
Free format text: STATUS: NO OPPOSITION FILED WITHIN TIME LIMIT |
|
26N | No opposition filed | ||
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: NL Payment date: 19950821 Year of fee payment: 9 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: NL Effective date: 19970301 |
|
NLV4 | Nl: lapsed or anulled due to non-payment of the annual fee |
Effective date: 19970301 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: DE Payment date: 19970728 Year of fee payment: 11 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: DE Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 19990601 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: FR Payment date: 19990705 Year of fee payment: 13 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: FR Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20010430 |
|
REG | Reference to a national code |
Ref country code: FR Ref legal event code: ST |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: IT Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20050821 |