A method for anchoring an elongate rectilinear element into the ground
    11.
    发明公开
    A method for anchoring an elongate rectilinear element into the ground 审中-公开
    Verfahren zur Verankerung eineslänglichen,geradlinigen Elements in den Bodem

    公开(公告)号:EP2107165A1

    公开(公告)日:2009-10-07

    申请号:EP09156748.7

    申请日:2009-03-30

    申请人: Trevi S.p.A.

    发明人: Attala, Daniele

    IPC分类号: E02D5/38

    CPC分类号: E02D3/10 E02D7/18 E02D17/20

    摘要: An elongate rectilinear rigid member (10) is arranged, consisting of a rod (11) connected to or rested against an enlarged bottom member (12). A driving tube (21) is arranged around the rod (11), with a lower edge of the tube abutting against the enlarged bottom member (12). The assembly of elongate member (10) and driving tube (21) is controlled by a thrust, or percussion, or roto-percussion, or vibration movement, or a combination thereof, so as to drive the member (10) in the soil. A hole (F) is obtained, which is drilled around the rod (11). The driving tube (21) is removed from the hole, and a consolidating mixture is optionally injected in the hole drilled around the rod (11).

    摘要翻译: 细长的直线刚性构件(10)被布置成由连接到放大的底部构件(12)上或紧靠放大的底部构件(12)的杆(11)组成。 驱动管(21)围绕杆(11)布置,管的下边缘抵靠放大的底部构件(12)。 细长构件(10)和驱动管(21)的组件通过推力或敲击或旋转敲击或振动运动或其组合来控制,以便驱动构件(10)在土壤中。 获得了围绕杆(11)钻出的孔(F)。 驱动管(21)从孔中取出,并且将固结混合物任选地注入到围绕杆(11)的钻孔中。

    A method and plant for consolidating soil by injecting liquid in the soil
    12.
    发明公开
    A method and plant for consolidating soil by injecting liquid in the soil 有权
    Verfahren und Anlage zur Bodenkonsolidierung durchFlüssigkeitsinjektion

    公开(公告)号:EP1862596A1

    公开(公告)日:2007-12-05

    申请号:EP07106212.9

    申请日:2007-04-16

    申请人: Trevi S.p.A.

    IPC分类号: E02D5/46 E02D3/12 E02D19/18

    CPC分类号: E02D3/12

    摘要: To form columns of consolidating material having a non-circular section in the soil, the method comprises the steps of:
    - introducing into the soil a rotatable rod (55) having, near an end thereof, a radial nozzle for injecting pressurized consolidating liquid;
    - translating and rotating the rod (55) at controlled speed while injecting pressurized consolidating liquid.
    During rotation of the rod (55) its speed of rotation is varied between a minimum value, at which the penetration distance of the liquid into the soil is maximum, to a maximum value, at which the penetration distance of the liquid into the soil is minimal.

    摘要翻译: 为了在土壤中形成具有非圆形截面的固结材料的柱,该方法包括以下步骤: - 将可旋转的杆(55)引入土壤中,该杆(55)的一端具有用于喷射加压的合并液体的径向喷嘴; - 以控制的速度平移和旋转杆(55),同时注射加压的固结液体。 在杆(55)的旋转期间,其旋转速度在液体进入土壤的穿透距离最大的最小值之间变化到液体进入土壤的穿透距离的最大值 最小的。

    Method for consolidating and impermeabilizing the ground around a tunnel
    13.
    发明公开
    Method for consolidating and impermeabilizing the ground around a tunnel 有权
    一种围绕隧道地基固结和防水处理

    公开(公告)号:EP1757771A3

    公开(公告)日:2007-10-24

    申请号:EP06119250.6

    申请日:2006-08-21

    申请人: Trevi S.p.A.

    IPC分类号: E21D9/00 E02D3/12

    CPC分类号: E02D3/12 E21D9/001

    摘要: A set of primary blocks of artificial conglomerate (10, 11) spaced apart from each other around the portion of ground (T) which has to be excavated is formed using jet grouting techniques in a vertical plane transverse to the axis of the tunnel which has to be excavated. A set of infill blocks of artificial conglomerate (20, 21) each located between two consecutive primary blocks in order to firmly connect them together is then formed. Each infill block has an outer portion (22) which extends over the outer surfaces (13-16) of two consecutive primary blocks (10, 11). A continuous closed ring structure is thus obtained. By repeating these operations alongside the structure already formed, a continuous tubular structure of artificial conglomerate is obtained.

    Apparatus for constructing monolithic trench walls or similar
    14.
    发明公开
    Apparatus for constructing monolithic trench walls or similar 审中-公开
    用于生产整体式货车沟槽壁的装置,或等

    公开(公告)号:EP0969152A3

    公开(公告)日:2003-04-16

    申请号:EP99112032.0

    申请日:1999-06-22

    申请人: TREVI S.p.A.

    发明人: Trevisani, Davide

    IPC分类号: E02F5/10 E02D17/13

    CPC分类号: E02F5/06 E02D17/13 E02F5/14

    摘要: A trench rig (1) for excavating continuous monolithic brattices or bases, presenting a self-propelled crawler truck (2), a chain-driven excavating tool (6) provided with a central column (9) which extends along a working axis (A), and a control unit (8) for the column (9) presenting a fixed gripper (15) in relation to the truck (2) and a mobile gripper (16) in relation to the fixed gripper (15) itself; the two grippers (15, 16) are slidingly coupled to the column (9), and can be selectively engaged to the column (9) itself in order to move the tool (6) along the working axis (A), and are connected to each other by means of a linear step actuator (17).

    A method of directing vertical drillings
    15.
    发明公开
    A method of directing vertical drillings 有权
    维尔法恩·祖姆·富伦·勃兰肯(Bohrungen)

    公开(公告)号:EP2559842A1

    公开(公告)日:2013-02-20

    申请号:EP12177324.6

    申请日:2012-07-20

    申请人: Trevi S.p.A.

    发明人: Angelici, Marco

    IPC分类号: E21B7/10 E21B7/06 E21B47/022

    CPC分类号: E21B7/10 E21B7/067 E21B47/022

    摘要: Directional drilling equipment comprises a drill string with a hollow bottom rod (13) connected to a boring tool (11) by means of an obtuse-angle connection piece or "bent sub" (12). In order to restore the verticality of the drilling a vertical borehole section (F) is formed and then a probe (14) equipped with an inclinometer is lowered inside the bottom rod (13). The string is rotated into four angular positions and the inclination values of the probe in each angular position are detected at the depth reached. The string is rotated so as to bring it into an angular position corresponding to the maximum inclination value detected. The string is moved so as to move the boring tool further downwards and the inclination of the probe is detected again in order to check that the verticality has been reached.

    摘要翻译: 定向钻井设备包括钻柱,其具有借助于钝角连接件或“弯曲副”(12)连接到钻孔工具(11)的中空底杆(13)。 为了恢复钻孔的垂直度,形成垂直钻孔段(F),然后在底杆(13)内部放置配有倾斜计的探头(14)。 弦线旋转到四个角度位置,并且在达到的深度处检测每个角位置中探头的倾斜度值。 弦线旋转以使其进入对应于检测到的最大倾斜值的角位置。 移动绳子以使钻孔工具进一步向下移动,并且再次检测探头的倾斜度,以便检查是否达到垂直度。

    A head for injecting consolidating pressurized fluid mixtures into the ground
    16.
    发明公开
    A head for injecting consolidating pressurized fluid mixtures into the ground 有权
    Kopf zum Einspritzen konsolidierender unter Druck StehenderFlüssiggemischein den Boden

    公开(公告)号:EP2407598A1

    公开(公告)日:2012-01-18

    申请号:EP11173751.6

    申请日:2011-07-13

    申请人: Trevi S.p.A.

    发明人: Saccani, Cesare

    IPC分类号: E02D3/12

    CPC分类号: E02D3/12 E02D3/126

    摘要: The head (10) includes an outer cylindrical body (12) with at least one upper inlet (16) for fluids, at least one outlet side nozzle (11) and at least one helical duct (13) having a helical central line (m). The duct connects the upper inlet (16) to the nozzle (11) and imparts the fluid flowing through it a helical motion about the longitudinal axis (Z) of the outer body (12) towards the nozzle (11). The helical duct (13) is progressively tapered towards the nozzle (11) and includes a terminal length of the duct which is radiused to the nozzle in a tapered manner, both when viewed in cross-sectional planes (P) parallel to the longitudinal axis (Z) and tangent to the helical central line, as well as when viewed in cross-sectional planes perpendicular to the longitudinal axis (Z).

    摘要翻译: 头部(10)包括具有用于流体的至少一个上入口(16),至少一个出口侧喷嘴(11)和至少一个具有螺旋中心线(m)的螺旋管道(13)的外圆筒体(12) )。 管道将上部入口(16)连接到喷嘴(11),并使流过其的流体沿着外部本体(12)的纵向轴线(Z)朝向喷嘴(11)进行螺旋运动。 螺旋管道(13)朝向喷嘴(11)逐渐变细,并且包括以锥形方式向管嘴延伸的管道的端部长度,当从与纵向轴线平行的横截面(P)观察时 (Z)并且与螺旋中心线相切,并且当垂直于纵向轴线(Z)的横截面中观察时。

    Method for consolidating and impermeabilizing the ground around a tunnel
    18.
    发明公开
    Method for consolidating and impermeabilizing the ground around a tunnel 有权
    维尔法赫恩·圣彼得堡和瓦西拉德

    公开(公告)号:EP1757771A2

    公开(公告)日:2007-02-28

    申请号:EP06119250.6

    申请日:2006-08-21

    申请人: Trevi S.p.A.

    IPC分类号: E21D9/00 E02D3/12

    CPC分类号: E02D3/12 E21D9/001

    摘要: A set of primary blocks of artificial conglomerate (10, 11) spaced apart from each other around the portion of ground (T) which has to be excavated is formed using jet grouting techniques in a vertical plane transverse to the axis of the tunnel which has to be excavated. A set of infill blocks of artificial conglomerate (20, 21) each located between two consecutive primary blocks in order to firmly connect them together is then formed. Each infill block has an outer portion (22) which extends over the outer surfaces (13-16) of two consecutive primary blocks (10, 11). A continuous closed ring structure is thus obtained. By repeating these operations alongside the structure already formed, a continuous tubular structure of artificial conglomerate is obtained.

    摘要翻译: 在垂直于隧道的轴线的垂直平面内,使用一组围绕地面部分(T)彼此间隔开的必须挖出的一组人造砾岩(10,11)形成, 被挖掘出来 然后形成一组每个位于两个连续主块之间的人造砾岩(20,21)的填充块,以便将它们牢固地连接在一起。 每个填充块具有在两个连续的主块(10,11)的外表面(13-16)上延伸的外部部分(22)。 从而获得连续闭环结构。 通过与已经形成的结构重复这些操作,获得了人造砾岩的连续管状结构。