• 专利附录
  • 专利说明
  • 权利要求
  • 类似技术
  • 同族专利
  • 引用文献
  • 法律状态
  • 优先权
    • 专利摘要:
    The apparatus for making a substantially vertical slot in the ground, especially in a single operation in making a sealing or supporting wall, comprises a machine frame with a rectangular cross section guided in the slot in the ground with a plurality of guide surfaces and at least one driven cutting wheel positioned at the lower end of the machine frame. The machine frame and the cutting wheels have a width which correspond to the width of the slot in the ground within tolerances defined by the guide free play and the cutting free play. The machine frame is guided in the vertical slot with a plurality of guiding surfaces and comprises an upper guide frame and a lower guide frame. The cutting wheels are mounted on the lower guide frame. The controlling piston cylinder unit for control of the lower guiding frame is mounted between the upper and lower guiding frames. This controlling piston cylinder unit comprises four pair of controlling piston cylinder devices which are positioned in four inclined planes so that the lower guide frame opposing the upper guide frame is pivotable not only according to two mutually crossing degrees of freedom but also about a vertical axis.
    公开号:SU1545948A3
    申请号:SU874028863
    申请日:1987-01-27
    公开日:1990-02-23
    发明作者:Хенчел Фолькер
    申请人:Хохтиф Аг Форм.Гебр.Хельфманн (Фирма)；
    IPC主号:
    专利说明:

    The invention relates to a device for penetrating a generally vertical slot in the ground when creating a walling or retaining wall.
    The purpose of the invention is to increase the efficiency of penetration by improving the quality of the created vertical, but it sang.
    FIG. 1 shows a side view of the device; in fig. 2 - the same section; in fig. 3 - the device, top view; in fig. 4 - section aa on
    FIG. one .
    I
    The device is intended to penetrate the main vertical slot 1 in the ground when creating a sealing or retaining wall. The or-new construction includes a bed 2, rectangular in cross section, the guiding surfaces 3 of which are installed with the possibility of working with the vertical walls of the slit 1, and at least one driving rock-breaking tool in the form of a pit 4, mounted on lower end of the bed. In the proposed device, there are two grooves 4, which, in turn, consist of two cutting disks 5, one central bearing housing and a driving element 6. The width of the grooves 4 in longitudinal section is equal to the width of the slit 1 and more than the distance between the guides surfaces 3 and 7 beds. In frame 2, devices 8 are located which are necessary for the supply of energy as well as for the removal of excavated soil.
    The bed 2 consists of the upper bag 9 of the stamp and the lower slider trolley 10, and in the runner carriage 10 is installed a hollow to 4. The runner carriage 10 is suspended with the possibility of swinging under the bag 9 of the stamp using four swinging rods 11 and corresponding ball joints 12 swinging rods . The swinging rods 1-1 are resistant to pressure and tension, mounted at the corners of the bed and placed in longitudinal planes. In order to control the runner carriage 10 opposite the stamp package 9 within the degrees of freedom defined by the rocking suspension in the form of a shta-ng 11 is provided
    a control mechanism with power cylinders 13 and 14 consisting of three pairs, which is located between the die pack 9 and the runner carriage 10 and is installed through ball joints 15 on the die pack 9, as well as on the runner car 10. The control mechanism and the entire control zone can protect against contamination with an elastic cuff or the like. The control mechanism consists of three pairs of power cylinders 13 and 14. They are so oriented in four tilted planes that the runner carriage 10 is deflected with respect to the stamp package 9 by matching two intersecting degrees of freedom deviations that coincide with the axes 16 and 17 of the plan, and, in addition, is twisted around the vertical axis 18. The number of oscillating rods 11 and power cylinders 13 and 14 exceeds the minimum number actually needed to connect two bodies. Out of functional and technical reasons, this multiple distribution is rational, especially for reasons of perceived maximum
    0
    five
    0
    load.
    The power cylinders are arranged so that one pair 14 is inclined to the median transverse plane of the device, and the other two pairs 13 are installed in longitudinal planes cross one to the other. The rails 4 can be equipped with fender tools of any type and shape. The axial position as well as the direction of rotation of the bit can also be adapted to the corresponding conditions.
    权利要求:
    Claims (1)
    [1]
    Invention Formula
    A device for penetrating a vertical slit in the ground to create a sealing or retaining wall, including a rectangular cross-section frame, guides
    whose surfaces are installed with
    the possibility of interaction with the vertical walls of the gap in the ground, and at least one drive rock destructive tool, which
    installed at the lower end of the frame and whose width in the longitudinal section is equal to the width of the slot in the ground and more distance between the directions
    FIG.
    类似技术:
    公开号 | 公开日 | 专利标题
    SU1545948A3|1990-02-23|Apf driving vertical slit in soil
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    同族专利:
    公开号 | 公开日
    FR2593532A1|1987-07-31|
    CS265230B2|1989-10-13|
    DE3602387C1|1987-06-04|
    BE906084A|1987-04-16|
    JPS63241298A|1988-10-06|
    NL191243C|1995-04-03|
    NL191243B|1994-11-01|
    JPH0358640B2|1991-09-06|
    GB8701310D0|1987-02-25|
    NL8700073A|1987-08-17|
    GB2185767A|1987-07-29|
    GB2185767B|1988-11-23|
    FR2593532B1|1992-03-27|
    CS35387A2|1988-12-15|
    US4744425A|1988-05-17|
    引用文献:
    公开号 | 申请日 | 公开日 | 申请人 | 专利标题
    RU2442897C2|2010-05-06|2012-02-20|Виктор Васильевич Рожин|Shaft-sinking machine|DE1534611A1|1965-12-13|1969-08-28|Demag Ag|Device for the curve control of a tunnel boring machine entering the borehole|
    DD113159A3|1970-11-06|1975-05-20|
    US3743034A|1971-05-03|1973-07-03|Shell Oil Co|Steerable drill string|
    US4102415A|1977-02-08|1978-07-25|Cunningham Wesley B|Drilling device|
    US4420188A|1977-06-02|1983-12-13|The Robbins Company|Double shield tunnel boring machine|
    DE3239684A1|1982-10-27|1984-05-03|Messerschmitt-Bölkow-Blohm GmbH, 8000 München|Drilling device|
    FR2536455B1|1982-11-19|1985-03-15|Soletanche|
    FR2565290B1|1984-05-29|1987-04-30|Sourice Claude|WELL-GROWING METHOD AND DEVICE|
    US4548443A|1984-07-03|1985-10-22|The Robbins Company|Tunnel boring machine|
    DE3424999C2|1984-07-06|1994-01-13|Bauer Spezialtiefbau|Trench cutter|
    JPS61172993A|1985-01-29|1986-08-04|Iseki Kaihatsu Koki|Shielding tunnel excavator|DE3612020C2|1986-04-10|1989-09-14|Hochtief Ag Vorm. Gebr. Helfmann, 4300 Essen, De|
    DE3911624A1|1989-04-09|1990-10-11|Delmag Maschinenfabrik|Tool for digging and undercutting slit trench - has cutting tool mounted on links pivoted to lower end of fixed frame|
    EP0553378B1|1992-01-30|1996-01-03|Hochtief Aktiengesellschaft Vorm. Gebr. Helfmann|Device for making a slot in the soil during the construction of a sealing or protecting wall|
    US5836089A|1993-02-22|1998-11-17|Lipsker; Yitshaq|Excavating equipment fitted with surface clamps|
    DE29505263U1|1995-03-28|1995-05-24|Bauer Spezialtiefbau|Trench cutter|
    IT1285259B1|1996-02-26|1998-06-03|Soilmec Spa|DEVICE TO REGULATE THE INCLINATION OF AN EXCAVATION HEAD FOR THE CONSTRUCTION OF CEMENT DIAPHRAGMS.|
    FR2747704B1|1996-04-19|1998-07-10|Sol Comp Du|DRILLING METHOD FOR REALIZING A BROAD BASED BAR IN THE GROUND, APPARATUS FOR IMPLEMENTING SAME AND BAR THUS OBTAINED|
    DE19620401C2|1996-05-21|1998-06-10|Tracto Technik|Steerable drilling device|
    TW424122B|1997-09-18|2001-03-01|Bauer Spezialtiefbau|Slurry wall means|
    DE59900096D1|1998-03-25|2001-06-28|Basf Ag|Process for the preparation of saccharin carboxylic acid halides|
    FR2806112B1|2000-03-13|2002-06-14|Cie Du Sol|HARD GROUND DRILLING APPARATUS|
    FR2806111B1|2000-03-13|2002-06-14|Cie Du Sol|HARD GROUND DRILLING APPARATUS|
    DE502004007221D1|2004-03-26|2008-07-03|Bauer Maschinen Gmbh|Trench cutter|
    EP1640509B2|2004-08-23|2014-03-05|BAUER Maschinen GmbH|Method of making a sloted wall in ground and device therefor|
    FR2899608B1|2006-04-06|2010-04-16|Cie Du Sol|DRILLING TOOLS|
    ITTO20070241A1|2007-04-05|2008-10-06|Soilmec Spa|PUMP FOR HYDROFRESA.|
    ES2328211B1|2008-05-05|2010-09-13|Ack 90, S.L.|MILLING SYSTEM FOR THE REALIZATION OF WALLS SCREEN.|
    PL2378002T3|2010-04-16|2013-12-31|Bauer Maschinen Gmbh|Machining device for producing vertical slits in the ground|
    CN102979127B|2012-12-02|2014-12-10|浙江省建筑科学设计研究院有限公司|Push-pull rotational trenching machine|
    AU2016290884A1|2015-07-03|2018-01-25|D&T&G Pty Ltd|A device for forming a hole in a surface|
    RU2600807C1|2015-09-29|2016-10-27|Общество с ограниченной ответственностью "Скуратовский опытно-экспериментальный завод"|Shaft sinking combine|
    法律状态:
    优先权:
    申请号 | 申请日 | 专利标题
    DE3602387A|DE3602387C1|1986-01-28|1986-01-28|Device for introducing a substantially vertical bottom slot|
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