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WO1991002881A1 - Dispositif de consolidation profonde dans le sol - Google Patents

Dispositif de consolidation profonde dans le sol Download PDF

Info

Publication number
WO1991002881A1
WO1991002881A1 PCT/SU1989/000218 SU8900218W WO9102881A1 WO 1991002881 A1 WO1991002881 A1 WO 1991002881A1 SU 8900218 W SU8900218 W SU 8900218W WO 9102881 A1 WO9102881 A1 WO 9102881A1
Authority
WO
WIPO (PCT)
Prior art keywords
shaft
ган
casing
unit
load
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.)
Ceased
Application number
PCT/SU1989/000218
Other languages
English (en)
Russian (ru)
Inventor
Nikolai Petrovich Gerasimenko
Leonid Matveevich Bobylev
Valentin Konstantinovich Svirschevsky
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.)
Tsentralny Nauchno-Issledovatelsky I Proektno-Experimentalny Institut Organizatsii Mekhanizatsii I Tekhnicheskoi Pomoschi Stroitelstvu
Original Assignee
Tsentralny Nauchno-Issledovatelsky I Proektno-Experimentalny Institut Organizatsii Mekhanizatsii I Tekhnicheskoi Pomoschi Stroitelstvu
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
Application filed by Tsentralny Nauchno-Issledovatelsky I Proektno-Experimentalny Institut Organizatsii Mekhanizatsii I Tekhnicheskoi Pomoschi Stroitelstvu filed Critical Tsentralny Nauchno-Issledovatelsky I Proektno-Experimentalny Institut Organizatsii Mekhanizatsii I Tekhnicheskoi Pomoschi Stroitelstvu
Priority to PCT/SU1989/000218 priority Critical patent/WO1991002881A1/fr
Publication of WO1991002881A1 publication Critical patent/WO1991002881A1/fr
Anticipated expiration legal-status Critical
Ceased legal-status Critical Current

Links

Classifications

    • 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
    • E21B4/00—Drives for drilling, used in the borehole
    • E21B4/16—Plural down-hole drives, e.g. for combined percussion and rotary drilling; Drives for multi-bit drilling units
    • 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

Definitions

  • the executive unit is equipped with a removable extender. In the area in the vicinity of the island, the unit is equipped with a non-removable door and is equipped with a non-removable door. ⁇ warranty ⁇ us usstr
  • P ⁇ s ⁇ avlennaya task ⁇ eshae ⁇ sya ⁇ em, ch ⁇ in us ⁇ ys ⁇ ve 5 for glubinn ⁇ g ⁇ u ⁇ l ⁇ neniya g ⁇ un ⁇ a, s ⁇ de ⁇ zhaschem ⁇ ednaznachen- ny for us ⁇ an ⁇ v ⁇ i on ⁇ ab ⁇ chey car ⁇ us, vnu ⁇ i ⁇ - g ⁇ s ⁇ sn ⁇ with v ⁇ zm ⁇ zhn ⁇ s ⁇ yu ⁇ d ⁇ ln ⁇ g ⁇ ⁇ e ⁇ emescheniya us ⁇ an ⁇ v- county sh ⁇ anga, ⁇ b ⁇ aschenny in na ⁇ avlenii g ⁇ un ⁇ a ⁇ ets ⁇ y associated with is ⁇ lni ⁇ elnym ⁇ gan ⁇ m, ⁇ intended for ⁇ -
  • 20th part of the company is associated with the rotation of the device, which is interconnected with the internal part of the room when the room is fully vacant.
  • the executive shaft is made in the form of an eccentric shaft with - 3 - with the installed scooters on it, each of which has a truncated cone shape, reduced to a smaller base in the group.
  • the fast and efficient execution of the operating system-5 ensures that the machine is running in the process, but not in the dynamic mode
  • Such phrases ensure reliable cutting of the road and its movement in the direction of the borehole, due to which reliability is improved and more efficient.
  • Phrase 6 has been installed, intended for 20 to fill the well.
  • Room 6 is secured on the base of the housing 7 (Fig. 2), which is installed on the premises of the building which is not connected to the room.
  • the exhaust unit 5 is connected to the hydraulic unit 9, the quick drive is connected to the bar 3, and the output shaft 10 is connected to the exhaust unit 5, and 8.
  • a part 8 of the rotation of the shell 7 represents a custom-made 30-drum, consisting of two installed elements 11,12 (fig. 3).
  • Pe ⁇ vy elemen ⁇ II ne ⁇ dvizhn ⁇ za ⁇ e ⁇ len vy ⁇ dn ⁇ m on shaft 10 gid ⁇ m ⁇ a 9.
  • ⁇ y elemen ⁇ 12 us ⁇ an ⁇ vlen on ⁇ e ⁇ v ⁇ m elemen ⁇ e II with v ⁇ zm ⁇ zhn ⁇ s ⁇ yu ⁇ adialn ⁇ g ⁇ ⁇ e ⁇ emescheniya and vzaim ⁇ deys ⁇ vue ⁇ sv ⁇ ey na ⁇ uzhn ⁇ y ⁇ ve ⁇ n ⁇ s ⁇ yu 35 13 14 vnu ⁇ enney ⁇ ve ⁇ n ⁇ s ⁇ yu ⁇ b ⁇ ymy 7.
  • P ⁇ - l ⁇ s ⁇ 15 ⁇ i ⁇ shyunn ⁇ g ⁇ ba ⁇ abana, ⁇ as ⁇ l ⁇ zhennaya between ⁇ e ⁇ vym and its second elements 11,12, respectively, are hydraulically connected to hydraulic 9 through the channel 16, executed in its output shaft 10, and the radial channel 17, output - 5 - in front element II of the drum unit.
  • Executive unit 5 was made in the form of an eccentric shaft 18 with the successively located cards of 19.20 (FIG. 2), 21 and 22. 5 of which were used on 19.20.21 and have been used. We are changing our knowledge of the city.
  • the hydraulic unit 9 was completed in a full, concentric, exhaust line 3 and the hard drive was secured to it.
  • 15 Located on the housing 7, section 6 (Fig. 4,5) has a phased truncated cone, which is reduced by its lower grounding.
  • the supply of the working fluid to the hydraulic system 9 and the medium of 8 revolutions of the housing 7 is provided through the hoses 24 (Fig. I), omitted through the passage 25
  • the operation of the device for deepening the consolidation of the ground, performed by the invention is carried out as follows.
  • the devices for mounting the load are installed on the P-35 Manual 2 (Fig. ⁇ ) in the vertical position, reducing the value of 6 to the load.
  • P ⁇ i v ⁇ aschenii is ⁇ lni ⁇ eln ⁇ g ⁇ ⁇ gana 5 and 5 ⁇ dn ⁇ v ⁇ emenn ⁇ m eg ⁇ zadavlivanii ⁇ i ⁇ m ⁇ schi me ⁇ anizma 4 ( ⁇ ig.
  • ⁇ dachi sh ⁇ angi 3 is ⁇ lni ⁇ elny ⁇ gan 5 ⁇ g ⁇ uzhae ⁇ sya in g ⁇ un ⁇ on ⁇ ebuemuyu depth ⁇ ( ⁇ ig.7) ⁇ b ⁇ azuya in g ⁇ un ⁇ e s ⁇ vazhinu 31 u ⁇ l ⁇ nenn ⁇ y z ⁇ n ⁇ y 32 ⁇ avn ⁇ y
  • Fig. 3 There are two diameters on the side of the card 19 (Fig. 3). Then a change in the direction of rotation of the scene
  • the proposed device for deepening the load of the load is most efficiently used in the territory of the United States, - 7 - consolidation of the foundation, the installation of rammed piles and the strengthening of existing buildings and structures, etc.

Landscapes

  • Engineering & Computer Science (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Geology (AREA)
  • Mining & Mineral Resources (AREA)
  • Physics & Mathematics (AREA)
  • Environmental & Geological Engineering (AREA)
  • Fluid Mechanics (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Geochemistry & Mineralogy (AREA)
  • Mechanical Engineering (AREA)
  • Nitrogen And Oxygen Or Sulfur-Condensed Heterocyclic Ring Systems (AREA)

Abstract

Un dispositif de consolidation profonde dans le sol comprend un tubage (1) destiné à être monté sur un véhicule de travail (2). A l'intérieur dudit tubage (1) est montée coaxialement une tige (3) capable d'un mouvement longitudinal et reliée à un organe d'exécution (5) destiné à creuser un puits. A l'extérieur dudit tubage (1) est montée une fraise (6) laquelle est destinée à remblayer le puits à l'aide de la terre, et est fixée sur la face terminales d'un logement (7) monté dans ledit tubage (1) de manière à pouvoir se déplacer et doté d'un moyen (8) assurant sa rotation. Ledit organe d'exécution (5) est relié à un moteur hydraulique (9) dont l'enveloppe est fixée de manière rigide à la face terminale de ladite perche (3) tournée vers le sol, tandis que l'axe de sortie (10) est relié de manière rigide à l'organe d'exécution (5), et est également relié audit moyen (8) de rotation dudit logement (7) agissant mutuellement avec la surface intérieure dudit logement (7) pendant le déplacement dudit organe d'exécution (5).
PCT/SU1989/000218 1989-08-18 1989-08-18 Dispositif de consolidation profonde dans le sol Ceased WO1991002881A1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
PCT/SU1989/000218 WO1991002881A1 (fr) 1989-08-18 1989-08-18 Dispositif de consolidation profonde dans le sol

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
PCT/SU1989/000218 WO1991002881A1 (fr) 1989-08-18 1989-08-18 Dispositif de consolidation profonde dans le sol

Publications (1)

Publication Number Publication Date
WO1991002881A1 true WO1991002881A1 (fr) 1991-03-07

Family

ID=21617531

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/SU1989/000218 Ceased WO1991002881A1 (fr) 1989-08-18 1989-08-18 Dispositif de consolidation profonde dans le sol

Country Status (1)

Country Link
WO (1) WO1991002881A1 (fr)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO1998032951A3 (fr) * 1997-01-28 1998-10-01 Wirth Co Kg Masch Bohr Procede et dispositif pour forer des sondages, notamment des sondages de recherche et d'extraction

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
SU279526A1 (ru) * Шарошечное долото планетарно-эксцентрикового типа
SU562621A1 (ru) * 1976-01-04 1977-06-25 Научно-Исследовательский Институт Строительного Производства Госстроя Украинской Сср Устройство дл проходки скважины в грунте с последующим ее расширением
SU916637A1 (ru) * 1980-04-03 1982-03-30 Tsnii Organizatsii Устройство для глубинного уплотнения грунта 1
US4407376A (en) * 1981-03-17 1983-10-04 Hachiro Inoue Under-reaming pile bore excavator
EP0096671A2 (fr) * 1982-06-02 1983-12-21 Byggnads- & Industriservice AB BINAB Méthode et dispositif pour compacter des sols compactables par vibration

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
SU279526A1 (ru) * Шарошечное долото планетарно-эксцентрикового типа
SU562621A1 (ru) * 1976-01-04 1977-06-25 Научно-Исследовательский Институт Строительного Производства Госстроя Украинской Сср Устройство дл проходки скважины в грунте с последующим ее расширением
SU916637A1 (ru) * 1980-04-03 1982-03-30 Tsnii Organizatsii Устройство для глубинного уплотнения грунта 1
US4407376A (en) * 1981-03-17 1983-10-04 Hachiro Inoue Under-reaming pile bore excavator
EP0096671A2 (fr) * 1982-06-02 1983-12-21 Byggnads- & Industriservice AB BINAB Méthode et dispositif pour compacter des sols compactables par vibration

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO1998032951A3 (fr) * 1997-01-28 1998-10-01 Wirth Co Kg Masch Bohr Procede et dispositif pour forer des sondages, notamment des sondages de recherche et d'extraction
US6484820B1 (en) 1997-01-28 2002-11-26 Wirth Maschinen-Und Bohrgeraete Fabrik Gmbh Method and device for driving bore-holes, especially in the sea bed, using a guide tip

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