US3823562A - Process of production of piles, pile packs, and subterranean pile walls - Google Patents

Process of production of piles, pile packs, and subterranean pile walls Download PDF

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Publication number
US3823562A
US3823562A US00296803A US29680372A US3823562A US 3823562 A US3823562 A US 3823562A US 00296803 A US00296803 A US 00296803A US 29680372 A US29680372 A US 29680372A US 3823562 A US3823562 A US 3823562A
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Prior art keywords
tubes
pile
earth
filling
tube
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US00296803A
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M Bacmanak
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VYZK USTAV INZINIERSKYCH STAVI
VYZKUMNY USTAV INZINIERSKYCH STAVIEB CS
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VYZK USTAV INZINIERSKYCH STAVI
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    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/22—Piles
    • E02D5/34—Concrete or concrete-like piles cast in position ; Apparatus for making same
    • E02D5/38—Concrete or concrete-like piles cast in position ; Apparatus for making same making by use of mould-pipes or other moulds
    • E02D5/385—Concrete or concrete-like piles cast in position ; Apparatus for making same making by use of mould-pipes or other moulds with removal of the outer mould-pipes
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/18—Bulkheads or similar walls made solely of concrete in situ
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/66—Mould-pipes or other moulds

Definitions

  • a number of processes for the production of piles or subterranean pile walls are known wherein a single arrangement is used.
  • the piles or pile walls are for instance produced by means of a hollow earth auger, terminated by a displaceable closure and fixed to a pipe set provided with a screw for continuous removal of the earth loosened in the course of boring; in the course of lifting the arrangement some fluid pressure medium is introduced via the bore and the pipe is set into the cavity produced in the ground.
  • the earth is loosened and mixed with a binding liquid, which is supplied via the drill and the pipe set, the mixture being compacted by the drill rotating at high speed.
  • these devices are driven in with an enlarged bit, whereby into the annularspace between the earth and the external tube there is introduced a pressure filling which is supplied via a central pipe or via a special supply pipe terminating in a separated space between coaxial tubes in the lower part of the device.
  • the drivenin tubes displace all earth laterally along the whole depth of the pile.
  • the tubes remain permanently or temporarily in the earth; they are lifted in one stroke or intermittently, one after another, and the uncased hollow space is filled via a central tube or via special supply conduits arranged on the external tubes under the simultaneous action of shocks, vibration, pressure on the filling, or by their combination.
  • the permanent flaps or closures allow the filling to pass into this space, and in the course of a repeated driving-in the pipes are closed and press the filling against the surrounding earth.
  • the process of manufacturing a subterranean wall by using the last mentioned arrangements includes an alternate driving-in and lifting of two individual tubes arranged side by side provided with lateral locks or grooves, or of a tube and two guiding casing pipes, one of the tubes or one of the guiding casing pipes remaining in the earth between the driven-in tube and the preceeding, freshly filled pile.
  • subterranean pile walls which consist of individual piles of circular or rectangular cross section, overlapping one another or being in contact at contact surfaces, which piles are driven in after the solidifying or hardening of adjacent piles.
  • Drawbacks of other processes consist in that the high penetration capacity of an open tube can be used solely to the depth of an uncased bore, the boring is thereafter interrupted, the wall of the space remains temporarily uncased and can be damaged to a substantial degree, a lost bit has a high resistance to penetration by vibrations and can penetrate only to a limited depth below the level of the bore, and finally it is impossible to control the widening of the pile and utilize the increased volume of the filling in the most advantageous manner to increase the bearing capacity.
  • Drawbacks of other processes are that the arrangements press the earth to all sides along the whole depth of the pile, the penetration of the arrangement depends on the external diameter of the tube or of the bit, on the consistency and degree of settling of the earth, and on the distance to adjacent piles, which should be as large as possible and can influence unfavorably the dimensions of construction bases above the piles; it is possible to widen a space by a high efficiency ram up to a certain limited diameter, the tubes are frequently filled and lifted intermittently or devices consisting of more parts are lifted part by part, in each pile there is left a large lost bit of cast iron, steel or reinforced concrete.
  • Drawbacks of actual processes for the production of subterranean pile walls and of the respective arrangements consist in that adjacent spaces can be produced in the earth up to a limited depth by application of a high efiiciency ram and two equal alternately driven-in and lifted tubes or by a single tube and two alternately fixed guiding casing pipes.
  • a pile or a pile wall is produced by the application of a pack of parallel, but mutually separated tubes, wherein some tubes are predetermined to supply the filling and to fill hollow spaces in the earth, and other tubes are predetermined to collect and to raise a part of the earth displaced by the driven-in tubes.
  • the pack of tubes is driven into the earth with the application of vibration up to the required depth, whereby the filling tubes displace the earth material laterally, whereas the collecting tubes are substantially open, or partially closed by the filling tubes, or provided with flaps which are urged by the collected earth against the internal wall of these tubes.
  • the entrance of earth into these tubes can be adjusted by air pressure on the earth core within the tube, or can be prevented by flaps which, after raising the arrangement, automatically close openings in the collecting tubes and, in the course of a following repeated driving-in, compact the earth, forcing it to all sides.
  • the filling is sup- I plied via the filling tubes and under a simultaneous vibration, the tube pack is raised, whereby the collecting tubes are closed by the earth which penetrated into the lower part of the tubes, or the collecting tubes at the beginning of raising (so far they have not been already closed in the course of driving-in) are closed by suspended flaps, whereas the filling tubes are opened after raising the tube pack to pass the filling into the uncased space in the earth; finally the fully raised tube pack is emptied.
  • the tube pack can be furthermore provided on its lower extremity with an advance spade which is driven-in under vibration into the earth and, in the case given, also into a part of the circumference or cross section of an adjacent recently filled pile, whereby the advance spade guides the tube pack along the wall of the adjacent pile space and prevents any forcing of the earth into its filling,
  • the arrangement for producing piles and subterranean pile walls comprises a pack of parallel and mutually separated tubes, some of which, the filling tubes, are temporarily or permanently provided with closures at their lower ends, other tubes, the collecting tubes, are substantially open at the bottom or partially closed by filling tubes, or have lateral discharge openings from the filling tubes and on opposite sides suspensions with flaps which in a raised position rest against the internal wall of the collecting tubes and in the lowered position close these tubes, whereby they are seated on internal rests, temporarily fixed on the internal wall of these tubes.
  • the upper parts of the filling tubes terminate in an open storage bin for the concrete mixture which is arranged below the top of the collecting tubes, which are closed at the top and are provided with a supply for adjustment of the air pressure inside the collecting tubes, whereby above the storage bin a vibration ram provided with a spring suspension is fixed to the collecting tubes, thus creating a unit for suspension on a hoist and finally the lower part the arrangement is provided with an advance spade parallel with the longitudinal axis of the tube pack.
  • the technical advantages of the described process consist in the possibility of displacing the earth material up to the required depth and simultaneously to collect a part of the earth, whereby the ratio of the collected earth can be adjusted according to the resistance against driving-in, according to properties of the earth material and their significance for the bearing capacity of the pile, whereafter the hollowed space is filled and the earth material compacted by the concrete mixture at a simultaneous removal of a part of the earth.
  • the pile spaces are hollowed and filled continuously, the whole arrangement being filled once and emptied after filling the pile space.
  • the high penetration capacity of open collecting tubes makes the driving-in into the required depth easy, whereby the surrounding earth is compacted clue to vibration and due to pressure of partly or completely closed collecting tubes, or by driving-in of a closed tube pack into a filled part of the pile space.
  • the piles have a uniform structure and, if required, a complicated mantle of increased cross section, so that the bearing capacity of the adjacent compacted earth and the reinforced cross section of the piles are fully utilized.
  • the manufacturing process enables, with the use of a single arrangement provided with a simple addition, the production of piles one after another as parts of a pack of piles or of a continuous pile wall.
  • the arrangement is complex, all parts are firmly connected, whereby the closures are removable and are arranged so as to enable the displacement and the collection of the earth material and the reliable fill-- ing of the pile space or the pressing of the filling against the walls of the pile space; the arrangement is simultaneously simple, ready for use, mobile, and requires little attendance and maintenance'
  • the process and arrangement can be advantageously utilized in difierent earth material and for the production of piles of different depths.
  • the process is speedily practised with reduced requirements on the efficiency of the ram, with permanently attached closures, small sizes of possibly used lost bits, and high bearing capacity of the piles with a perfectly utilized filling. With the proper process of production and the limited width of the reinforced subterranean wall, production costs are substantially reduced and all mechanical devices may be utilized continuously and efficiently.
  • FIG. 1 is a view partly in elevation and partly in cross section of a driven-in arrangement comprising two tubes fixed parallel and separated by a common part, whereby the filling tube is provided with a slidable closure and the. collecting tube is substantially open;
  • FIG. 2 is a cross section along a plane indicated in FIG. 1 by the line II-II;
  • FIG. 3 is an elevation of a driven-in arrangement comprising two tubes which are coaxial, fixed parallel and mutually separated, whereby the lower opening of the collecting tube is partially covered by a filling tube closed by a lost bit;
  • FIG. 4 is a cross sectional view of the arrangement along a plane indicated in FIG. 3 by the line lV--IV;
  • FIG. 5 is an elevation of a driven-in arrangement comprising three tubes fixed parallel and separated by common parts, the filling tube being provided with a slidable closure at the bottom, with side stops in a lateral part of the collecting tubes which tubes are open at the bottom, with suspended flaps opposite to said ports;
  • FIG. 6 is a cross sectional view of this arrangement along a plane indicated in FIG. 5 by the line VIVI;
  • FIG. 7 is an elevation of an arrangement comprising two tubes, fixed parallel and separated by a common part, the arrangement being shown in the course of driving-in, when partially raised and the flap closing the opening of the collecting tube;
  • FIG. 8 is an elevation partly in section of an arrangement in the course of filling by the concrete mixture after being driven-in into the required depth
  • FIG. 9 is an elevation of the arrangement in the course of raising and filling of the uncased pile space in the earth.
  • FIG. 10 is an elevation of the arrangement in the course of a repeated driving-in and displacement of the earth material by the filing;
  • FIG. 11 is an elevation of the completely raised arrangement in the course of emptying a filled pile into which a reinforcement is introduced;
  • FIG. 12 is an elevational view of the arrangement as in FIG. 11 provided on the sliding cover with an advance spade in the course of driving-in into a part of the circumference and cross section of an adjacent, just filled pile;
  • FIG. 13 is a cross sectional view of this arrangement along a plane indicated in FIG. 12 by the line XlII--X- III.
  • the arrangement as shown in FIGS. 1, 3 and 5 comprises a pack of tubes with at least one filling tube 1, closed at the bottom by a lost bit 2, which displaces the earth 7, to the sides in the course of driving-in and with at least one collecting tube 4 which is either substantially open (FIG. 1, 5 and 12) or is partially closed by the filling tube 1 (FIG. 3) or is provided with lateral ports 15 for the passage of the filling and on opposite sides with flaps 17 which in the course of driving-in are pressed by the collected earth core 8 against the internal wall of the collecting tubes 4 and against arms of levers 18 in slots 19 of the collecting tubes 4, or are eventually pressed against leaf springs 20 on the back of the flaps 17.
  • the lateral ports 15 of the collecting tubes 4 are closed by the sliding closure 13 of the filling tube 1.
  • the up to-now empty filling tube 1 and a part of the open storage bin 3 are filled (see FIG. 8) by a concrete mixture 22 and with a simultaneous vibration the tube pack is either entirely or only partly raised (FIG. 9) whereby the concrete mixture 22 flows by gravity through the filling tube 1 and the lateral port 15 into the uncased space created by the pack of tubes in the earth 7.
  • the collecting tube 4 is closed either by the earth core 8.
  • the sliding closure or lost bit 2 is pulled out by its own weight and by the pressure of the concrete mixture 22, suspended on a pole 9 (FIG. I) and on a top stop 11 seated on a rest 10 fixed on the arrangement, or the sliding closure 2, remains suspended on a lateral extension 13, which is seated against the lower edge of the lateral port 15 of the collecting tube 4.
  • the partially raised arrangement can be again drivenin into the fresh concrete 23 (FIG. 10) which is pressed by the automatically closed tubes against the surrounding earth 7.
  • the process of producing pile packs and subterranean pile walls differs from the above-described process in that an advance spade 24 is fixed to the sliding closure or hit 2; such advance spade 24 may be made from a part of a longitudinally cut collecting tube 4.
  • the arrangement is driven-in into the earth 7 (FIGS. 12 and 13) and simultaneously into a part of the circumference and cross section of a just filled pile space 21.
  • the arrangement shown in the drawings consists of parallel tubes fixed together with their tube spaces separate. At least one tube in the tube pack, the filling tube 1, is provided at its lower end with a slidable closure 2,
  • FIG. 3 which forms a lost bit (FIG. 3) or is a permanent part of the filling tube 1, where it can be suspended on a pole 9 and a top step 11 above a guiding tube permanently fixed on stable parts of the arrangement (in the case given on an open storage bin 3), or it can be arranged as a permanent sliding bit provided in the inserted part with a packing 12 and with lateral extensions 13 cooperating with stops 14 in the lateral ports 15 of the second so called collecting tubes 4 (FIGS. 5, 7 and 12).
  • the collecting tubes 4 are substantially open at the bottom (FIG. 1) or partially closed by the filling tube 1 (FIG. 2), or can be provided with lateral ports 15 into the filling tubes, provided with flaps l7, and with external levers 18 in slots of the collecting tubes 4, the flaps l7 resting in their lifted position against the internal wall of the collecting tubes 4 and on arms of the external levers 18, or rest against flat springs 20, whereas when turned into the openings of the collecting tubes 4 they rest with their edges on stops 21 temporarily fixed on the internal wall of the collecting tubes 4.
  • the filling tubes 1 terminate at their top part into an open storage bin 3 with a cone shaped bottom, which is arranged below the top of the collecting tubes 4, which themselves are closed at the top and provided with supply pipes 5 for adjusting air pressure on the earth core 8 in the collecting tube 4, with a vibration ram 6 with a resilient suspension for suspending on a hoist being fixed to the collecting tubes 4 above the storage bin 3.
  • FIG. 12 and 13 there is schematically shown an advance spade 24 fixed to the slidable bit 2, said advance spade 24 being situated so as to penetrate, in the course of driving-in of the arrangement, into a part of the circumference and cross section of a just filled adjacent pile 23.
  • tubes fixed parallel, mutually separated, and of different cross section whereby the lower end of some tubes, the filling tubes, is provided with slidable closures 2, flaps or lost bits, whereas other tubes, so-called collecting tubes, are substantially open at the bottom or partly closed by filling tubes 1, or are provided with lateral ports 15 into filling tubes 1 and on opposite walls with suspensions 16 with internal flaps 17.
  • the open storage bin 3 can have a special supply conduit, through which the filling 22 is pneumatically or hydraulically conveyed both in the course of raising the arrangement and the course of filling the pile space in the earth 7.
  • a process of producing piles in earth material comprising driving-in at the required place a pack of parallel, mutually fimily connected but laterally separated tubes to a predetermined depth, at least one of said tubes, a filling tube, being closed at the bottom, in the course of driving-in displacing the earth material to the sides, other tubes, collecting tubes, being substantially open at the bottom to allow the earth material to enter said collecting tubes in the course of driving-in, closing the collecting tubes at the bottom prior to raising them after the driving-in has been finished, opening the filling tubes at the bottom, filling the filling tubes with pile-forming material, raising the tube pack, and, subsequently discharging the pile-forming material through openings at the bottom of filling tubes into the uncased bottom part of the pile space until the pile space is completely filled by the pile-forming material after the tube pack has been completely raised, and emptying the collecting tubes of the raised tube pack of the earth material after displacing it beyond the produced pile.
  • a process as set forth in claim 1, comprising adjusting the amount of earth material collected by a collecting tube by pressure air acting from the top on the earth core in the collecting tube.
  • a process as set forth in claim 1, comprising repeatedly driving-in the tube pack closed at the bottom after a part of the pile space has been filled and the tube pack has been partially raised, and compacting the earth material by exerting pressure on the fresh filling of this space.
  • a process as set forth in claim 1, comprising driving-in a lateral extension of the tube pack, in the course of its driving-in into a part of the circumference and cross section of a just filled adjacent pile, thereby permitting a continuous production of pile packs and pile walls.

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  • Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Piles And Underground Anchors (AREA)
  • Bulkheads Adapted To Foundation Construction (AREA)
  • Underground Or Underwater Handling Of Building Materials (AREA)
US00296803A 1971-10-26 1972-10-12 Process of production of piles, pile packs, and subterranean pile walls Expired - Lifetime US3823562A (en)

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CS7503A CS170286B1 (xx) 1971-10-26 1971-10-26

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US (1) US3823562A (xx)
JP (1) JPS4872912A (xx)
BE (1) BE790580A (xx)
CS (1) CS170286B1 (xx)
DD (1) DD98964A1 (xx)
DE (1) DE2245076A1 (xx)
FR (1) FR2158820A5 (xx)
HU (1) HU171534B (xx)
NL (1) NL7212948A (xx)

Cited By (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4129008A (en) * 1975-05-28 1978-12-12 Kajima Kensetsu Kabushiki Kaisha Tremie tube
US4909675A (en) * 1988-08-24 1990-03-20 Osamu Taki In situ reinforced structural diaphragm walls and methods of manufacturing
US5328299A (en) * 1991-11-22 1994-07-12 Degen Wilhelm S Jig for constructing piles from concrete or similar material in the ground
FR2756853A1 (fr) * 1996-12-05 1998-06-12 Keller Grundbau Gmbh Colonne de materiau dans le sol, destinee a encaisser des charges ou a compacter le sol, procede et appareil pour sa realisation
AT2480U1 (de) * 1996-12-05 1998-11-25 Keller Grundbau Gmbh Vorrichtung zum herstellen von schmalwänden im boden
EP1734222A1 (de) * 2005-06-14 2006-12-20 BAUER Maschinen GmbH Vorrichtung und Verfahren zur Herstellung von Bohrpfählen
CN102268870A (zh) * 2011-04-15 2011-12-07 傅健 带排土管的沉管灌注桩
CN102605764A (zh) * 2011-04-15 2012-07-25 傅健 沉管式无挤土地下连续墙的施工方法
CN102797254A (zh) * 2012-09-10 2012-11-28 马春根 一种长螺旋钻孔挤密半取土扩底灌注桩施工方法
DE102016113140A1 (de) * 2016-07-15 2018-01-18 Alexander Degen Rüttleranordnung zum Herstellen von Stopfsäulen
US20220282443A1 (en) * 2019-11-29 2022-09-08 Pirkan Laatupalvelu Oy Method for forming a pile wall in ground and a corresponding pile wall

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
NL191893C (nl) * 1984-12-06 1996-10-04 Verstraeten Funderingstech Bv Werkwijze en inrichting voor het in de bodem vormen van een afdichtende wand.
US6328503B1 (en) * 1997-02-19 2001-12-11 Yuy Architects And Engineers Co., Ltd. Method for constructing an underground structure
JP6404760B2 (ja) * 2015-03-31 2018-10-17 日本海工株式会社 地盤改良装置、地盤改良工法
DE102022106060A1 (de) 2022-03-16 2023-09-21 KUZ Ingenieure GmbH Werkzeug zur Erstellung von Ortbetonpfählen oder Bodenverbesserungspfählen

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3429126A (en) * 1966-01-21 1969-02-25 Gino Wey Method of producing a continuous bore pile wall
US3568452A (en) * 1968-08-08 1971-03-09 Shell Oil Co Method and apparatus for forming bulbular base piles

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3429126A (en) * 1966-01-21 1969-02-25 Gino Wey Method of producing a continuous bore pile wall
US3568452A (en) * 1968-08-08 1971-03-09 Shell Oil Co Method and apparatus for forming bulbular base piles

Cited By (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4129008A (en) * 1975-05-28 1978-12-12 Kajima Kensetsu Kabushiki Kaisha Tremie tube
US4909675A (en) * 1988-08-24 1990-03-20 Osamu Taki In situ reinforced structural diaphragm walls and methods of manufacturing
US5328299A (en) * 1991-11-22 1994-07-12 Degen Wilhelm S Jig for constructing piles from concrete or similar material in the ground
FR2756853A1 (fr) * 1996-12-05 1998-06-12 Keller Grundbau Gmbh Colonne de materiau dans le sol, destinee a encaisser des charges ou a compacter le sol, procede et appareil pour sa realisation
AT2480U1 (de) * 1996-12-05 1998-11-25 Keller Grundbau Gmbh Vorrichtung zum herstellen von schmalwänden im boden
EP1734222A1 (de) * 2005-06-14 2006-12-20 BAUER Maschinen GmbH Vorrichtung und Verfahren zur Herstellung von Bohrpfählen
CN102268870A (zh) * 2011-04-15 2011-12-07 傅健 带排土管的沉管灌注桩
CN102605764A (zh) * 2011-04-15 2012-07-25 傅健 沉管式无挤土地下连续墙的施工方法
CN102797254A (zh) * 2012-09-10 2012-11-28 马春根 一种长螺旋钻孔挤密半取土扩底灌注桩施工方法
DE102016113140A1 (de) * 2016-07-15 2018-01-18 Alexander Degen Rüttleranordnung zum Herstellen von Stopfsäulen
US20220282443A1 (en) * 2019-11-29 2022-09-08 Pirkan Laatupalvelu Oy Method for forming a pile wall in ground and a corresponding pile wall

Also Published As

Publication number Publication date
FR2158820A5 (xx) 1973-06-15
CS170286B1 (xx) 1976-08-27
HU171534B (hu) 1978-01-28
DE2245076A1 (de) 1973-05-03
DD98964A1 (xx) 1973-07-12
BE790580A (fr) 1973-02-15
JPS4872912A (xx) 1973-10-02
NL7212948A (xx) 1973-05-01

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