Device for storing and loading reinforced rods for the front and vault of a tunnel
    3.
    发明公开
    Device for storing and loading reinforced rods for the front and vault of a tunnel 有权
    设备,用于存储和装载加固正面和拱顶隧道棒

    公开(公告)号:EP0953725A3

    公开(公告)日:2003-01-22

    申请号:EP99107628.2

    申请日:1999-04-16

    申请人: TREVI S.p.A.

    IPC分类号: E21B19/14 E21D20/00

    CPC分类号: E21B19/08 E21B19/20

    摘要: Device for storing and loading reinforced rods for the front and vault of a tunnel mounted on a machine for the preventive consolidation of excavations in tunnels in correspondence to a working unit (19) of the machine, which is in turn mounted in correspondence to one end of telescopic standards (14, 15) hinged to the frame (10) of the machine itself, comprising a number of tubes (39) flanking each other containing the rods (36, 37, 38) for feeding to the working unit (19) singularly and selectively by means of a tapered conveyor (34) with a funnel (35); thrusting means (44) with fingers (40, 41, 42) which are longitudinally spaced are positioned in correspondence to the ends of each rod (36, 37, 38) opposite those fitted into the conveyor (34).

    Method for preventive consolidation of the soil for underground minings
    5.
    发明公开
    Method for preventive consolidation of the soil for underground minings 失效
    Verfahren zurpräventivenKonsolidierung des Bodens beim Untertagebau。

    公开(公告)号:EP0437262A1

    公开(公告)日:1991-07-17

    申请号:EP91100265.7

    申请日:1991-01-10

    申请人: TREVI S.p.A.

    发明人: Trevisani, Davide

    IPC分类号: E02D3/12 E21D20/02

    CPC分类号: E02D3/12 E21D20/02

    摘要: A method for the preventive consolidation of tunnel excavations by using the protective umbrella techinique, exploiting an equipment comprising: a metallic tube (1) of reinforcement, a tubular rod (12) provided with nozzles, a piercing bit (4) and a double rotary unit. The process comprises the following phases:

    a) mainly sub-horizontal drilling of the soil with the piercing bit (4) coaxially contained inside the tube (1), said tube (1) and said rod (2) being rotated one opposite to each other by a rotary unit;
    b) injection of pressurized liquid mixtures through the nozzles of the rod (2) with the removal of the finest part of the soil that is being consolidated;
    c) extraction of the rod from the inside of the tube.

    摘要翻译: 一种通过使用保护伞技术来预防隧道掘进的巩固的方法,利用一种设备,包括:金属管(1),加强件,管状杆(12),设有喷嘴,穿孔(4)和双旋转 单元。 该过程包括以下阶段:a)主要对具有同轴地容纳在管(1)内的穿孔(4)的土壤进行亚水平钻孔,所述管(1)和所述杆(2)与每个相反地旋转 另一个由旋转单元; b)通过杆(2)的喷嘴注入加压液体混合物,同时去除正在固结的最细的土壤部分; c)从管内抽出杆。

    Method for executing monolithic continuous straights or circular structural walls and a machine for realizing such a method
    6.
    发明公开
    Method for executing monolithic continuous straights or circular structural walls and a machine for realizing such a method 失效
    用于执行单片连续结构或圆形结构墙的方法和实现这种方法的机器

    公开(公告)号:EP0407934A3

    公开(公告)日:1991-03-20

    申请号:EP90113074.0

    申请日:1990-07-09

    申请人: TREVI S.p.A.

    发明人: Trevisani, Davide

    IPC分类号: E02D17/13

    摘要: An equipment for executing straight or circular continuous monolithic structural walls, comprises a motor driven vehicle (2) provided with means for substaining a beam (8) which is orientable after a vertical and horizontal axis, a slide (10) on one side of said beam, an excavator (12) mounted onto said slide and comprising a chain (13) that is substantially vertical in an operative position, formwork means (21) provided with vibrators (23) and carried by said slide following said excavator and a hose (22) meant to convey concrete following the excavator inside the excavation.

    Apparatus for consolidating soil
    7.
    发明公开
    Apparatus for consolidating soil 失效
    土壤综合利用装置

    公开(公告)号:EP0411560A3

    公开(公告)日:1991-03-13

    申请号:EP90114666.2

    申请日:1990-07-31

    申请人: TREVI S.p.A.

    IPC分类号: E02D3/12

    CPC分类号: E02D3/126

    摘要: The apparatus for consolidating soil comprises a mixing-disaggregation tool (15, 113) which is applied to the lower end of a vertical rotating shaft (7, 108) which, after being placed at a point of the region of the soil to be consolidated, is caused to advance into the soil with the simultaneous introduction of air and, if necessary, of water. Once the required depth has been reached, a consolidating agent is introduced in the soil through appropriate holes (19, 24, 183) defined proximate to the disaggregation-mixing tool (15, 113) while the lifting of the tools is simultaneously performed.

    Method for executing monolithic continuous straights or circular structural walls and a machine for realizing such a method
    8.
    发明公开
    Method for executing monolithic continuous straights or circular structural walls and a machine for realizing such a method 失效
    一种用于直的或圆形的结构墙的执行和单片机方法用于实施这样的方法。

    公开(公告)号:EP0407934A2

    公开(公告)日:1991-01-16

    申请号:EP90113074.0

    申请日:1990-07-09

    申请人: TREVI S.p.A.

    发明人: Trevisani, Davide

    IPC分类号: E02D17/13

    摘要: An equipment for executing straight or circular continuous monolithic structural walls, comprises a motor driven vehicle (2) provided with means for substaining a beam (8) which is orientable after a vertical and horizontal axis, a slide (10) on one side of said beam, an excavator (12) mounted onto said slide and comprising a chain (13) that is substantially vertical in an operative position, formwork means (21) provided with vibrators (23) and carried by said slide following said excavator and a hose (22) meant to convey concrete following the excavator inside the excavation.

    摘要翻译: 设备的用于执行直链或圆形连成一体的结构墙滑动,包括设置有用于马达驱动的车辆(2),用于substaining射束(8),所有这些是一个垂直和水平轴后定向,一个。所述的(10)在一侧上 梁,滑动到挖掘机(12),其安装到所述和包括链(13)所做的是基本上垂直于在操作位置时,模板装置(21)设置有振动器(23)和由所述滑动执行跟随所述挖掘机和裤子( 22)为了传达具体继挖掘里面的挖掘机。

    Apparatus and process for widening roadways
    9.
    发明公开
    Apparatus and process for widening roadways 失效
    加强道路的过程和装置

    公开(公告)号:EP0282935A3

    公开(公告)日:1989-11-23

    申请号:EP88103957.2

    申请日:1988-03-12

    申请人: TREVI S.p.A.

    发明人: Trevisani, Davide

    摘要: The process starts with digging a trench (10) of adequate depth in the slope (8) of the embankment (1) of the existing roadway at a distance corresponding to the widening. A wall (12) is then built in the trench by means of prefabricated elements or by on-site casting, and is subsequently anchored to the road embankment (1) by means of tension elements (17). The wall (12) rises substantially to the level of the roadway so as to define a channel (15) which is then filled with stabilized material, on which the road paving is completed up to the wall.