EP1072754A2 - Dispositif pour enlever du sol - Google Patents

Dispositif pour enlever du sol Download PDF

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Publication number
EP1072754A2
EP1072754A2 EP00203891A EP00203891A EP1072754A2 EP 1072754 A2 EP1072754 A2 EP 1072754A2 EP 00203891 A EP00203891 A EP 00203891A EP 00203891 A EP00203891 A EP 00203891A EP 1072754 A2 EP1072754 A2 EP 1072754A2
Authority
EP
European Patent Office
Prior art keywords
wall
ground
jetting
building device
wall building
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Withdrawn
Application number
EP00203891A
Other languages
German (de)
English (en)
Other versions
EP1072754A3 (fr
Inventor
Marinus Christiaan Lammertink
Rutger Christiaan Van Voorden
René Broeder
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.)
Heerema Holding Construction Inc
Original Assignee
Heerema Holding Construction Inc
Heerema Ondergrondse Infrastructuren BV
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 EP97202177A external-priority patent/EP0890707A1/fr
Application filed by Heerema Holding Construction Inc, Heerema Ondergrondse Infrastructuren BV filed Critical Heerema Holding Construction Inc
Priority to EP00203891A priority Critical patent/EP1072754A3/fr
Publication of EP1072754A2 publication Critical patent/EP1072754A2/fr
Publication of EP1072754A3 publication Critical patent/EP1072754A3/fr
Withdrawn legal-status Critical Current

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E21—EARTH OR ROCK DRILLING; MINING
    • E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D11/00—Lining tunnels, galleries or other underground cavities, e.g. large underground chambers; Linings therefor; Making such linings in situ, e.g. by assembling
    • E21D11/04—Lining with building materials
    • E21D11/10—Lining with building materials with concrete cast in situ; Shuttering also lost shutterings, e.g. made of blocks, of metal plates or other equipment adapted therefor
    • E21D11/105—Transport or application of concrete specially adapted for the lining of tunnels or galleries ; Backfilling the space between main building element and the surrounding rock, e.g. with concrete
    • E—FIXED CONSTRUCTIONS
    • E21—EARTH OR ROCK DRILLING; MINING
    • E21B—EARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
    • E21B7/00—Special methods or apparatus for drilling
    • E21B7/20—Driving or forcing casings or pipes into boreholes, e.g. sinking; Simultaneously drilling and casing boreholes
    • E—FIXED CONSTRUCTIONS
    • E21—EARTH OR ROCK DRILLING; MINING
    • E21B—EARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
    • E21B7/00—Special methods or apparatus for drilling
    • E21B7/28—Enlarging drilled holes, e.g. by counterboring
    • E21B7/30—Enlarging drilled holes, e.g. by counterboring without earth removal
    • E—FIXED CONSTRUCTIONS
    • E21—EARTH OR ROCK DRILLING; MINING
    • E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D9/00—Tunnels or galleries, with or without linings; Methods or apparatus for making thereof; Layout of tunnels or galleries
    • E21D9/04—Driving tunnels or galleries through loose materials; Apparatus therefor not otherwise provided for
    • E—FIXED CONSTRUCTIONS
    • E21—EARTH OR ROCK DRILLING; MINING
    • E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D9/00—Tunnels or galleries, with or without linings; Methods or apparatus for making thereof; Layout of tunnels or galleries
    • E21D9/10—Making by using boring or cutting machines
    • E21D9/1053—Making by using boring or cutting machines for making a slit along the perimeter of the tunnel profile, the remaining core being removed subsequently, e.g. by blasting

Definitions

  • the present invention relates to a method for building a wall or a part thereof in the ground, a system for carrying out the method, and a wall building device for use in the method and system.
  • tunnel wall building devices are e.g. described in the "Handbook of Mining and Tunnel Machinery", Barbara Stack, 1982, published by John Wiley and Sons, pages 415-417. These known tunnel wall building devices comprise a cutting face at the front of a cylindrical shield. The tunnel wall building device is pushed in the direction of the advance of the shield by hydraulic cylinders acting between the rear side of the shield and the constructed tunnel wall.
  • a first drawback of the use of such tunnel wall building devices is the criticality of the control over the stabilization of the ground in front of the cutting face. Too much excavation will cause local collapse of the ground, while too much push force will cause undesirable settlements of the ground.
  • a second drawback is the required axial support of the tunnel wall building device on the tunnel wall.
  • the axial support force might be a governing load case.
  • the tunnel wall is made of extruded concrete.
  • EP-A-0 354 335 describing axially supporting a boring shield by the extruded concrete tunnel wall through formwork elements used for forming the inner side of the tunnel wall.
  • the tunnel wall building method according to this publication is discontinuous, taking away formwork elements where the concrete has hardened, and adding the formwork elements, after cleaning thereof, directly behind the boring shield. This method is expensive and time-consuming as a result of the use of the formwork elements, which need to be handled behind the boring shield, and can only be removed when the concrete they are supporting has hardened sufficiently, which may take considerable time.
  • EP-A-0 483 445 describes a continuous tunnel wall building method, extruding concrete to form a tunnel wall, and using a sliding formwork arrangement requiring additional means to transfer the axial boring forces to the hardened part of the tunnel wall and to facilitate continuity.
  • the object of the present invention is to provide a method, system, and device for building a wall or a part thereof in general, and a tunnel wall in particular which avoid the risk of collapse or undesirable settlement of the ground in front of the wall building area.
  • Another object of the present invention is to provide a wall building method, system, and device which do not rely on the wall for providing an axial support for the wall building activities.
  • Yet another object of the present invention is to provide a wall building method, system, and device which can be continuous and do not use formwork elements.
  • a further object of the present invention is to provide a wall building method, system, and device which are virtually unaffected by the ground water level.
  • a wall building device having cross-sectional dimensions which are substantially equal to the dimensions of at least a part of the cross-section of the wall is pulled through the ground, at least a part of the wall being formed by injecting a hardenable material behind the wall building device.
  • the wall is supported on all sides by the ground surrounding the wall (and, in the case of a tunnel wall, by the ground filling the tunnel wall). Consequently, the wall requires no direct strength, and can e.g. be made from fibre concrete with a normal hardening time.
  • the excavation of the ground at one side of the wall can be done after the completion of the tunnel wall, and the stability of the excavation presents no problem at all.
  • the following steps are performed: drilling one or more holes in the ground, on or parallel to the projected path of the wall, each of the one or more holes being drilled by means of a drill string; connecting one end of each drill string at the end of the drilling operation to the wall building device; and pulling the wall building device through the ground by retracting the one or more drill strings.
  • the wall building method may comprise the steps of: drilling one or more holes in the ground, on or parallel to the projected path of the wall, each of the one or more holes being drilled by means of a drill string; connecting one end of each drill string at the end of the drilling operation to one end of a casing string; pulling each casing string through the ground by retracting the drill string connected thereto; disconnecting each casing string from the corresponding drill string; connecting one end of each casing string to the wall building device; and pulling the wall building device through the ground by retracting the one or more casing strings.
  • one or more drill strings and or one or more casing strings are used to pull the wall building device through the ground, using standard directional drilling techniques to bring the drill and casing strings into the ground.
  • the directional drilling techniques are capable of very accurately following the projected path of the wall.
  • the accuracy of the paths of the casing strings can be further improved by using a single drill string and by means of a connecting assembly connecting the ends of several casing strings to one end of the drill string and transversely spaced therefrom, which drill string is then pulled through the ground at the other end thereof.
  • each casing string comprises an inner string and an outer string enclosing the inner string, the inner string being adapted to transfer the pulling force required by the wall building device, and the outer string being adapted to provide low friction forces when moving the inner string relative to the outer string.
  • the outer string serves as a guide for the inner string when pulling the wall building device through the ground by the inner string. The friction forces between the inner string and the outer string can be still further reduced by supplying a fluid to the space between the inner string and the outer string.
  • the inner string of the casing string is made of steel providing the strength needed, while the outer string is made of plastics, e.g. polyethylene providing an excellent low cost and low friction separation wall between the inner string and the ground.
  • plastics e.g. polyethylene providing an excellent low cost and low friction separation wall between the inner string and the ground.
  • the wall material preferably is supplied to the wall building device through at least one of the one or more drill strings/casing strings used for pulling the wall building device through the ground. Additionally, at least one of the one or more drill strings/casing strings may contain at least one line for supplying energy, at least one line for controlling and/or monitoring the wall building device, at least one duct for supplying a drilling fluid to the wall building device, and/or at least one duct for discharging ground removed by the wall building device.
  • the wall material and the drilling fluid may be supplied to the wall building device through ducts extruded in the wall. Such ducts can also be used for accommodating lines for supplying energy to the wall building device, or for controlling and/or monitoring the wall building device. Further, such ducts can be used for discharging ground removed by the wall building device.
  • the wall building device is adapted to build a wall or wall part provided with wall guide means, the or a further wall building device being provided with means for engaging the wall guide means.
  • the wall guide means preferably comprise a guide slit, which may have an essentially L-shaped cross-section. More generally, in a preferred embodiment at least one guide member is provided in the ground, the wall building device being adapted to be guided along the guide member through the ground.
  • the wall building device When a wall building device is used in a multi-pass mode, i.e. for subsequently passing through the ground along adjacent paths for building a wall from a plurality of separately built wall sections, preferably the wall building device is adapted to be connected to the leading end of a pulling string for pulling the pulling string into the ground simultaneously with pulling the wall building device through the ground.
  • the pullling string is used for pulling the or a further wall building device through the ground in a next passage.
  • the wall building device preferably has an essentially Z-shaped cross-section.
  • An essentially flat wall can be built in the ground by at least two wall building devices which at at least one side thereof are adapted to be coupled to another, which wall building devices further are adapted to be pulled through the ground in a forward direction, and in a direction at an angle to the forward direction.
  • the wall material preferably is injected between one or more membranes defining one or more sides of the wall or wall part formed by the wall building device.
  • the membrane or membranes can be stored in the wall building device in folded or rolled-up form, and unfolded or unrolled when injecting the wall material.
  • the friction between the wall building device and the surrounding ground, and the resistance the ground offers to the wall building device when pulling the wall building device through the ground is preferably reduced by vibrating, lubrication, jetting and/or removing the ground area adjacent to the front part of the wall building device.
  • Figs. 1 and 2 illustrate, in the given example of a tunnel building method it is assumed that a tunnel is to be built in the ground 2 under the ground surface 4 from a first construction pit 6 to a second construction pit 8.
  • a number of pilot holes 10 are drilled using conventional directional drilling techniques, as described e.g. in "Tunnels & Tunnelling", published by Morgan-Grampian, November 1996, in particular on page 15.
  • a directional drilling unit 12 pushes a drill string 14 through the ground from the second construction pit 8 to the first construction pit 6.
  • the pilot holes are drilled on or parallel to the projected path of the tunnel wall.
  • FIGs. 3 and 4 illustrate, after having reached the first construction pit 6, the front end of the drill string 14 is connected to the front part of a casing string 16, after which the casing string 16 is pulled through the ground along the path of the pilot hole 10 by the directional drilling unit 12. As a result of this operation, casing strings 16 are installed in the ground along the projected path of the tunnel wall.
  • the casing string 16 comprises a steel casing 18 enclosed in a plastic, preferably polyethylene (PE) tube 20.
  • the casing string 16 is connected to a buoy 22 by a flexible coupling 24, which buoy 22 in turn is connected to a reaming device 26 by a flexible coupling 28.
  • the projected tunnel wall has a ring-shaped cross-section, preferably at least four casing strings 16 are installed in the ground 2 spaced along the periphery of the cross-section.
  • the back ends of the casing strings 16 are connected to the front end of a tunnel wall building device 30, which has cross-sectional dimensions which are substantially equal to the dimensions of at least a part of the cross-section of the tunnel wall, and which is pulled through the ground 2 by pulling means 32 (not shown in further detail) pulling simultaneously all casing strings 16.
  • the wall building device 30 comprises a body 34 with a conical-shaped front part 36, which is rounded at the front end thereof. Behind the front part 36, in the body 34 one or more vibration units 38 can be provided to reduce the friction between the wall building device 30 and the ground, and to reduce the forces required to displace the ground with the front part 36 while moving through the ground. Directly behind the front part 36 a fluid 40, e.g. supplied through one of the casing strings 16, may be injected to further reduce the friction between the wall building device 30 and the ground 2.
  • the front part 36 is designed to minimize effects on the surrounding ground area, to avoid plug forming in the wall building device 30, and to minimize the required force for advancing the wall building device 30.
  • jetting 42 may be provided to improve the ground displacement, the jetting fluid e.g. being supplied through one of the casing strings 16.
  • the front part 36 may be made in segments which are movable in the radial direction to allow for small corrections of the path of the wall building device 30 moving through the ground 2.
  • the tunnel wall 43 is extruded by pumping the wall material 44 into the gap created by the wall building device 30.
  • the pressure of the wall material 44 which preferably is fibre concrete, ensures the stability of the ground and prevents settlements thereof.
  • the pressure also provides a force in the direction of advance of the wall building device 30.
  • the wall material 44 does not need to have direct strength, and only has to stabilize the gap created by the wall building device 30 at the rear end thereof.
  • the wall material 44 is extruded between membranes 46 which can be stored in concertina fashion in spaces provided therefore in the body 34 of the wall building device 30.
  • the membranes 46 are folded up in the body 34, and unfold when the wall building device advances.
  • the membranes 46 prevent leakage of the wall material into the ground, ensure stabilization of the tunnel wall 43, provide (extra) water tightness, and provide a quality assurance.
  • membranes in the method, system and wall building device according to the invention are not essential; normally membranes can be omitted, and are used only if special requirements, such as wall quality, water tightness, etc. are to be met.
  • the wall material 44 is supplied to the wall building device 30 through one or more of the casing strings 16, in particular through the steel casing 18 thereof.
  • the tubes 20 of the casing string 16 are cut in front of the wall building device in a manner not shown in further detail.
  • the cut tube 20 is directed to the inside of the tunnel wall 43, and can be removed during or after excavating the ground inside the tunnel wall 43.
  • the longitudinally cut tube can also be reused to protect power supply or signal lines, or can serve other useful purposes when the tunnel is completed.
  • the body 34 of the wall building device 30 comprises channels not shown in further detail guiding the wall material supplied through the casing strings 16 to the rear end of the wall building device 30 between the membranes 46, and may also comprise other channels not shown in further detail to guide fluid supplied through the casing strings 16 for lubrication and jetting.
  • Figs. 8 and 9 illustrate, after the tunnel wall has been completed and has sufficient strength, the ground inside the tunnel wall can be excavated using a dragline 50 (Fig. 8) or, when the level of the ground water 52 is high, conventional dredging equipment 54 (Fig. 9) can be used.
  • the wall building device 30 can also, under circumstances, be pulled through the ground by the drill strings 14, which at the same time may serve to supply the wall material 44 to the wall building device.
  • the tunnel wall in separate elongated parts: a tunnel with a rectangular cross-section may be constructed by subsequently building the top wall, the bottom wall and the side walls, after which the ground inside the thus completed tunnel wall is excavated.
  • Yet another possibility is building a first tunnel wall and subsequently building one or more additional tunnel walls enclosing the first tunnel wall, or inside the first tunnel wall.
  • the different tunnel walls may have different properties: one being designed for watertightness, another being designed for strength.
  • Figs. 10, 11, and 12 show a tunnel wall building device 60 being pulled through the ground by means of four pulling strings 62 not shown in further detail.
  • the wall building device 60 comprises eighty jetting and extruding units 64 arranged along the ring-shaped front side of the wall building device 60.
  • each jetting and extruding unit 64 comprises a body 66 having four main ducts 68, 70, 72, and 74 formed therein.
  • the ducts 68, 74 of different jetting and extruding units 64 are in fluid communication with each other and may further be in fluid communication with one or more ducts in a pulling string 62.
  • the jetting and extruding unit 64 comprises a grid 76 keeping stones and other large objects out of a jetting chamber 78 situated behind the grid 76.
  • a rotating jetting device is mounted comprising a fluid driven motor 80 driving a tube 82 which is provided with a jet opening 84.
  • a fluid such as water
  • a fluid motor 80 making the tube 82 rotate.
  • Said fluid further is fed to the jet opening 84, thus creating a rotating jet 88.
  • From the duct 70 also fluid is fed through a duct 87 to the jetting chamber 78, mixing there with the ground jetted by the jet 88.
  • the ground/fluid mixture is removed from the jetting chamber 78 through a duct 90 to the duct 68.
  • a lubricating fluid is fed from the duct 72 through the duct 72a and 72b out of the body 66 of the jetting and extruding unit 64.
  • a hardenable material is fed through a duct 92, after which the hardenable material is extruded at the trailing end 96 of the jetting and extruding unit 64 to form a tunnel wall.
  • a piston unit 98 is provided which is movable in the directions indicated by double arrow 100.
  • a chamber 102 is filled with a fluid under pressure ensuring a constant pressure on the hardenable material in the extruding chamber 94 despite of variations in the ground travelling speed of the wall building device 60 or variations in the pressure of the hardenable material in the ducts 74 and 92.
  • the tunnel wall building device comprises only one annular body 66 connected to eighty jetting chambers 78, each containing a tube 82 driven by a fluid driven motor 80.
  • the annular body 60 at regular angular intervals ducts 72a, 72b and 92 are provided.
  • the piston unit 98 has a generally annular shape, like the body 66.
  • Figs. 13 and 14 show a wall building device 110 having an essentially rectangular cross-section, as seen at right angles to the direction of movement in the ground.
  • the wall building device 110 is pulled through the ground by means of two pulling strings 112 not shown in further detail.
  • a number of plates 116 are provided to prevent stones and other large objects from entering into the jetting chambers 78 of a plurality of jetting and extruding units 64 accommodated next to each other in the wall building device 110.
  • a wall 120 is formed having a substantial rectangular cross-section.
  • the jetting and extruding units 64 of the wall building device 110 are similar to those of the tunnel wall building device 60 and a discussion thereof is omitted here.
  • the wall building device 110 may comprise only one extruding chamber 94 in a substantially unitary body 66, connected to several jetting chambers 78.
  • Figs. 15, 16, and 17 show a connecting assembly 130, being a frame made of triangular plates 132 and rectangular plates 134 connecting the ends of casing strings 136 with the end of a pull string, such as a drill string 138.
  • a drilling, reaming and/or jetting head 140 is provided at the point where the assembly 138 is connected to one of the casing strings 136.
  • the assembly 130 it is possible to bring a number of casing strings 136 in the ground exactly parallel to each other, which would be more difficult if for each of the casing strings a separate drill string would be used.
  • the assembly 130 may take various forms, depending on the number of casing strings 136 to be connected and their position relative to each other.
  • Fig. 18 shows an open channel built in the ground 2 by subsequently or simultaneously building walls 150, 152 and 154.
  • Fig. 19 shows another open channel built by subsequently or simultaneously building a wall 156 and 158 in the ground 2.
  • Fig. 20 shows an open channel in the ground 2 built by forming a wall 160 with a semi-circular cross-section in the ground 2.
  • Fig. 20a in a cross-sectional view shows, in a first stage of building a wall with a semi-circular or similar cross-section two elongated wall parts or guide beams 160a and 160b defining the path of the complete wall are provided in the ground 2 near the surface, e.g. by digging trenches in the ground and forming the guide beams 160a, 160b in situ, or by placing unit lengths of prefabricated guide beam parts in the ground 2.
  • the guide beams 160a, 160b are supported and fixed in the ground 2 by piles 161 driven into the ground 2 in a manner known per se. It should be pointed out here that under the same or other circumstances guide beams or wall parts such as the ones shown in Fig. 20a for the same use can also be formed or placed on instead of in the ground, in part or as a whole. Further, it is also not essential that the guide beams or wall parts are fixed in or on the ground.
  • a wall building device 160c having an essentially semi-circular cross-section is pulled through the ground 2 by means of three pulling strings 160d - at least one of which being a drill string or a casing string - in the indicated direction.
  • the wall building device 160c may be pulled through the ground only by the lowest pulling string 160d, while the other two upper strings are replaced by other means for moving the wall building device 160c by means of a pulling or a pushing force, such as one or more lorries, jacks, etc.
  • the wall building device 160c is guided along its path in the ground 2 in a manner not shown in further detail by opposite ribs 160e being part of the guide beams 160a, 160b.
  • the wall building device 160c is fitted with thirty-four jetting and extruding units 64 the structure and operation of which have already been explained in connection with Fig. 11.
  • Fig. 20c, and Fig. 20d in a partial cross-section show, with the wall building device 160c a wall 161a is formed which is connected to, and fixed by the guide beams 160a, 160b, at least in the upward and lateral directions, and possibly also in the longitudinal and downward directions in a manner not shown in further detail.
  • the pulling strings 160d may be used for supplying wall material, drilling fluid and energy to the wall building device 160c, for discharging ground removed by the wall building device, and/or for accommodating lines for controlling and monitoring the wall building device.
  • at least part of these functions can also be performed above ground, since the top side of the wall building device 160c is near or above ground level.
  • a similar, appropriately reshaped wall building device as the one shown in Figs. 20b and 20c can be used for building the channels shown in Figs. 18 and 19 each with a wall in one piece, using guide beams similar to the ones shown in Figs. 20a, 20b and 20d.
  • the walls 150-160 and 161a of the channels according to Figs. 18-20 and 20a are built first, while the ground between the walls 150-152 (Fig. 18), between the walls 156 and 158 (Fig. 19), and at the concave side of the walls 160 and 161a (Figs. 20 and 20d, respectively) is excavated afterwards.
  • Fig. 21 shows a wall 162 in the ground 2, the wall 162 having ducts 164 extruded therein by appropriately designing the trailing portion of the extruding chamber of the wall building device used for building the wall 162.
  • the ducts 164 may be used for supplying the wall material, drilling fluid and energy to the wall building device, for discharging ground removed by the wall building device, and/or for accommodating lines for controlling and monitoring the wall building device.
  • Fig. 22 shows a composite wall 170 in the ground 2 made from a plurality of interconnecting, uniform, generally Z-shaped wall sections 172 having ducts 174 extruded therein.
  • Each wall section 172 is provided with a guide slit 176 having a generally L-shaped cross-section.
  • a wall building device 178 with a cross-sectional shape similar to the cross-sectional shape of the wall sections 172 is used for building the wall sections 172 by the action of eight jetting and extruding units 64 removing ground material and extruding wall material at the appropriately shaped trailing side of the wall building device 178.
  • a pulling string 180 (which may be a drill string or a casing string), fixed centrally to the wall building device 178 in a manner not shown in further detail, is used for pulling the latter through the ground 2 in the direction indicated by the arrow.
  • another pulling string 182 of which the leading end is fixed at the side of the wall building device 178 is pulled into the ground.
  • the trailing end of the pulling string 182 is used for pulling the wall building device 178 through the ground 2 in a next passage thereof for forming a next wall section 172.
  • the trailing end of the pulling string 182 is fixed centrally to the wall building device, like the pulling string 180.
  • the wall building device 178 is guided in a desired position relative to a wall section 172 formed before by a generally L-shaped foot (not shown) connected to the device 178 and sliding in the guide slit 176. Also at other points the wall building device 178 is guided by an adjacent wall section 172, as appears clearly from Fig. 22.
  • the guide slit and the foot may e.g. also be T-shaped or J-shaped.
  • Fig. 23a shows a composite wall 190 in the ground 2 essentially made from a plurality of interconnecting, uniform, generally Z-shaped wall sections 192, 192a.
  • the wall sections 192 have been built essentially in the way illustrated and explained according to Fig. 22.
  • the last wall section that has been built is wall section 192a.
  • a leading end of a pulling string 194 has been pulled into the ground 2 in a manner not shown in further detail by connecting the pulling string 194 to the wall building device (not shown) used for building the wall section 192a, similar to the use of the pulling string 182 in Fig. 22.
  • Figs. 23a and 23b illustrate, next the pulling string 194 is used for pulling a wall building device (not shown) connected to a leading end of a new pulling string 196 and the leading end of a further part 194a of the pulling string 194 through the ground 2 for building wall sections 192b and 192c being separated from each other.
  • the pulling string 194a is used for pulling a wall building device (not shown) connected to leading ends of new pulling strings 198 and 200 through the ground 2 for building a wall section 192d essentially at right angles to the other wall sections 192, 192a, 192b and 192c.
  • the wall building device used in this step may the same as the wall building device used for building the last-mentioned wall sections.
  • a wall building device (not shown) connected to a leading end of a new pulling string 202 through the ground 2 for building a wall section 192e.
  • a wall building device (not shown) connected to a leading end of a new pulling string 204 in a manner not shown in further detail through the ground 2 for building a wall section 192f.
  • a wall building device (not shown) connected to the leading end of a further part 204a of the pulling string 204 through the ground 2 for building wall sections 192g and 192h being separated from each other.
  • next the pulling string 204a is used for pulling a wall building device (not shown) connected to leading ends of new pulling strings 206 and 208 through the ground 2 for building a wall section 192i essentially at right angles to wall sections 192d-192h.
  • the wall building method illustrated in Figs. 23a-23g provides a grate flexibility in building complex wall structures from basic, essentially uniform wall sections. At any rate, basically only one type of wall building device is needed to build the wall sections 192, 192a-192i by changing, whenever necessary, the extrusion profile thereof, e.g. by putting into or taking out of operation different jetting and extruding units 64 included in the wall building device.
  • wall sections may take different shapes than the ones shown in Figs. 23a-23g, possibly for establishing different angles than right angles between walls made up of the wall sections.
  • Fig. 24a shows four construction pits 210, 212, 214 and 216. Similar to the method described in connection with Figs. 1-4, two pulling strings 218, 220 (which may be drill strings or casing strings or similar) have been placed in the ground 2 between the construction pit 210 and the construction pit 212. The pulling strings 218 and 220 are used for pulling in the direction indicated by the arrows a wall building device 222 along a path from the construction pit 210 to the construction pit 212. The wall building device 222 at its leading side has five jetting or other excavating devices 224 which are indicated only schematically.
  • the wall building device 222 is provided with a plurality of jetting and extruding units of which the jetting parts 226 are located at the side of the wall building device 222 facing the construction pits 214 and 216. During the passage of the wall building device 222 from the construction pit 210 to the construction pit 212, only the jetting devices 224 are in operation; the jetting and extruding units are inoperative.
  • the trailing side of the wall building device 222 is connected to a further wall building device 222a having a plurality of jetting and extruding units of which the jetting parts 228 are located at the side of the wall building device 222a facing the construction pits 214 and 216.
  • the jetting and extruding units of the wall building device 222a are inoperative during the passage of the wall building device 222a from the construction pit 210 to the construction pit 212, whereas the jetting devices 224 remain in operation.
  • a further wall building device 222b (Fig. 24c) is connected to the wall building device 222a, and has essentially the same structure as the wall building device 222a.
  • a further wall building device 222c (Fig. 24c) is connected, having essentially the same structure as the wall building devices 222a and 222b.
  • the four wall building devices 222 and 222a-222c together bridge the distance between the construction pits 210 and 212.
  • Fig. 24c illustrates, next the assembly of wall building devices 222 and 222a-222c is pulled by pulling strings 230 and 232 (which may be drill strings or casing strings or similar) in the indicated direction to the construction pits 214 and 216.
  • the pulling strings 230 and 232 have been pre-installed between the construction pits 212 and 214, and the construction pits 210 and 216, respectively, in a similar manner as described with reference to Figs. 1-4.
  • the jetting devices 224 are out of operation, while the jetting and extruding units of the wall building devices 222 and 222a-222c are in operation, building a wall 234 between the construction pits 212-216.
  • Figs. 25a and 25b show three construction pits 240, 242 and 244. Between the construction pits 240 and 242 an assembly of wall building devices 222 and 222a-222d is installed in a manner already explained with reference to Fig. 24b by means of pulling strings 246 and 248 (which may be drill strings or casing strings or similar). Next, by means of a pulling string 250 one end of the assembly of wall building devices 222 and 222a-222d is pulled to the construction pit 244, while the other end of the assembly remains rotatingly connected to the construction pit 240, thus building a circle segment shaped wall 252 by having the jetting and extruding units of the assembly of wall building devices 222 and 222a-222d in operation, while the jetting devices 224 are inoperative.

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  • Engineering & Computer Science (AREA)
  • Mining & Mineral Resources (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Geology (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Geochemistry & Mineralogy (AREA)
  • Environmental & Geological Engineering (AREA)
  • Structural Engineering (AREA)
  • Fluid Mechanics (AREA)
  • Physics & Mathematics (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Bulkheads Adapted To Foundation Construction (AREA)
  • Working Measures On Existing Buildindgs (AREA)
  • Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)
  • Excavating Of Shafts Or Tunnels (AREA)
EP00203891A 1997-07-11 1998-07-01 Dispositif pour enlever du sol Withdrawn EP1072754A3 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
EP00203891A EP1072754A3 (fr) 1997-07-11 1998-07-01 Dispositif pour enlever du sol

Applications Claiming Priority (4)

Application Number Priority Date Filing Date Title
EP97202177 1997-07-11
EP97202177A EP0890707A1 (fr) 1997-07-11 1997-07-11 Procédé, système et dispositif pour la construction de parois dans le sol
EP00203891A EP1072754A3 (fr) 1997-07-11 1998-07-01 Dispositif pour enlever du sol
EP98202205A EP0890708B1 (fr) 1997-07-11 1998-07-01 Procédé, système et dispositif pour la construction de parois dans le sol

Related Parent Applications (1)

Application Number Title Priority Date Filing Date
EP98202205A Division EP0890708B1 (fr) 1997-07-11 1998-07-01 Procédé, système et dispositif pour la construction de parois dans le sol

Publications (2)

Publication Number Publication Date
EP1072754A2 true EP1072754A2 (fr) 2001-01-31
EP1072754A3 EP1072754A3 (fr) 2004-10-13

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EP01202368A Withdrawn EP1186742A3 (fr) 1997-07-11 1998-07-01 Procédé, système et dispositif pour la construction de parois dans le sol
EP00203891A Withdrawn EP1072754A3 (fr) 1997-07-11 1998-07-01 Dispositif pour enlever du sol

Family Applications Before (1)

Application Number Title Priority Date Filing Date
EP01202368A Withdrawn EP1186742A3 (fr) 1997-07-11 1998-07-01 Procédé, système et dispositif pour la construction de parois dans le sol

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US10156139B2 (en) * 2016-05-20 2018-12-18 Powerchina Huadong Engineering Corporation Limited Device for back soil disturbance in shield tunnel

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2929982B1 (fr) * 2008-04-14 2010-06-25 Spac Dispositif d'alesage destine a des operations de forage horizontal dirige et procede de forage horizontal dirige utilisant un tel dispositif.

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3572451A (en) * 1968-10-23 1971-03-30 Conley B Copeland Hydraulic jet stream driller
DE3319662A1 (de) * 1983-05-31 1984-12-06 Hanns-André 3370 Seesen Pitot Vorrichtung zum abbau von kohle in steiler oder stark geneigter lagerung
US4776769A (en) * 1986-03-07 1988-10-11 Hydro-Ergon Corporation System for removing material with a high velocity jet of working fluid
DE4117575A1 (de) * 1990-06-11 1991-12-12 Geodrill Bohr Gmbh Verfahren und vorrichtung zur unterirdischen herstellung von kanaelen, stollen o. dgl.
DE4217293A1 (de) * 1991-05-24 1992-11-26 Kipp Jens Werner Vorrichtung zum grabenlosen verlegen von kanalrohren
US5297639A (en) * 1991-08-27 1994-03-29 Francine Schneider Method and apparatus for using multiple jets
WO1995021989A1 (fr) * 1994-02-11 1995-08-17 Atlas Copco Craelius Ab Procede de formation dans le sol d'une couche isolante sensiblement etanche, et dispositif pour sa mise en ×uvre

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2994974A (en) * 1957-09-13 1961-08-08 Domenighetti Costante Deep trench excavator
IL51070A (en) * 1976-12-08 1979-07-25 Mottes S Method of producing an underground installation of concrete pipe and devicde useful in such method
US4379658A (en) * 1980-12-03 1983-04-12 Thatcher Engineering Corporation Method and apparatus for constructing slurry walls
FR2679295B1 (fr) * 1991-07-17 1997-11-14 Perforex Procede et dispositif pour le betonnage in situ d'une saignee souterraine et lame de coupe correspondante.

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3572451A (en) * 1968-10-23 1971-03-30 Conley B Copeland Hydraulic jet stream driller
DE3319662A1 (de) * 1983-05-31 1984-12-06 Hanns-André 3370 Seesen Pitot Vorrichtung zum abbau von kohle in steiler oder stark geneigter lagerung
US4776769A (en) * 1986-03-07 1988-10-11 Hydro-Ergon Corporation System for removing material with a high velocity jet of working fluid
DE4117575A1 (de) * 1990-06-11 1991-12-12 Geodrill Bohr Gmbh Verfahren und vorrichtung zur unterirdischen herstellung von kanaelen, stollen o. dgl.
DE4217293A1 (de) * 1991-05-24 1992-11-26 Kipp Jens Werner Vorrichtung zum grabenlosen verlegen von kanalrohren
US5297639A (en) * 1991-08-27 1994-03-29 Francine Schneider Method and apparatus for using multiple jets
WO1995021989A1 (fr) * 1994-02-11 1995-08-17 Atlas Copco Craelius Ab Procede de formation dans le sol d'une couche isolante sensiblement etanche, et dispositif pour sa mise en ×uvre

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US10156139B2 (en) * 2016-05-20 2018-12-18 Powerchina Huadong Engineering Corporation Limited Device for back soil disturbance in shield tunnel

Also Published As

Publication number Publication date
EP1186742A3 (fr) 2004-10-13
EP1186742A2 (fr) 2002-03-13
EP1072754A3 (fr) 2004-10-13

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