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    • 1. 发明授权
    • Jet grouting equipment
    • 喷射灌浆设备
    • US08757935B2
    • 2014-06-24
    • US13148630
    • 2009-02-20
    • Alessandro DitilloMaurizio Siepi
    • Alessandro DitilloMaurizio Siepi
    • E21B7/00
    • E02D3/12E02D5/46
    • Equipment serves to form consolidated soil columns having a non-circular cross-section, and includes a mast (2, 8), a rotary (3) which is rotatable and translatable along an axis parallel to the mast, a series of hollow rods (4) temporarily unlockable from the rotary (3), and a device to vary the rotational rate of the rotary in one or more prefixed angular ranges. A rotor (21) is directly secured to one of the rods of the string and operatively coupled to a device (20) generating control signals to vary the rotational speed of the rotary in response to the rotor angular position. A through clamp (10) is mounted to the rotatable mandrel of the rotary and is provided with locking members which can be activated to clamp a rod and make it integral to the rotary, and which can be deactivated to release the rod so as to allow the rotary to move relative to the rod.
    • 设备用于形成具有非圆形横截面的固结土柱,并且包括桅杆(2,8),可沿着平行于桅杆的轴线旋转和平移的旋转体(3),一系列中空杆 4)可以从旋转体(3)临时解锁,以及用于在一个或多个预定角度范围内改变旋转体的旋转速度的装置。 转子(21)被直接固定到弦的一个杆上并且可操作地联接到产生控制信号的装置(20),以响应于转子角位置改变旋转体的旋转速度。 通过夹具(10)安装到旋转体的可旋转心轴上并且设置有锁定构件,其可以被启动以夹紧杆并使其与旋转体成一体,并且其可以被去活以释放杆,从而允许 旋转件相对于杆移动。
    • 2. 发明授权
    • Excavation device and profile analyses of the excavation itself and associated method
    • 挖掘装置及剖面分析本身及相关方法
    • US08065813B2
    • 2011-11-29
    • US12797303
    • 2010-06-09
    • Maurizio Siepi
    • Maurizio Siepi
    • G01B5/20
    • E21B47/082E02D3/126E02F3/205E02F3/26
    • An excavation device (1) and profile analysis of the excavation includes a device (1) realizing excavations of prismatic shape and having a frame (3) and a plurality of excavation wheels (2). The frame (3) includes a first upper section (3c), a second intermediate section (3b) and a third lower section (3a. The excavation wheels (2) are positioned at least within said third section (3a). Sensors (4) carry out the measurement of the section and/or the shape of said excavation; the sensors of measure (4) are directed towards the walls of said excavation and measure the profile of said excavation on at least two opposite walls. A method of analysis of a shape and/or a section of an excavation of prismatic shape in the soil includes excavation of the soil through a device (1) having a frame (3) and a plurality of excavation wheels (2). The method includes a phase of measurement of the section and/or shape of said excavation by sensors (4) positioned on the frame (3) and directed towards the walls of said excavation, measuring the profile of the excavation on at least two opposite walls.
    • 挖掘装置(1)和挖掘的剖面分析包括实现棱柱形的挖掘并具有框架(3)和多个挖掘轮(2)的装置(1)。 框架(3)包括第一上部(3c),第二中间部(3b)和第三下部(3a),挖掘轮(2)至少位于所述第三部分(3a)内,传感器 )对所述挖掘的截面和/或形状进行测量;测量(4)的传感器指向所述挖掘的墙壁,并且在至少两个相对的壁上测量所述挖掘的轮廓。分析方法 在土体中形成棱柱状的开挖形状和/或部分的部分包括通过具有框架(3)和多个挖掘轮(2)的装置(1)挖掘土壤,该方法包括: 通过位于框架(3)上的传感器(4)并且指向所述挖掘的壁的所述挖掘的部分和/或形状的测量,在至少两个相对的壁上测量挖掘的轮廓。
    • 3. 发明授权
    • Injection head for carrying out jet grouting processes
    • 用于进行喷射灌浆工艺的喷射头
    • US08573893B2
    • 2013-11-05
    • US12990625
    • 2008-12-29
    • Maurizio SiepiAlessandro Ditillo
    • Maurizio SiepiAlessandro Ditillo
    • E02D3/02
    • E02D3/12
    • An injection head includes an upper inlet pipe (12) for receiving fluid from a set of tubular rods which can be mounted above the head, at least a first pipe (13) having a curved intermediate portion (14) which connects the upper inlet pipe (12) to at least one lateral injection nozzle (11), at least a second pipe (15) for conveying a fluid from the inlet pipe (12) to a lower outlet pipe (17) which can be connected to a drilling tool. The injection head also has valve (20-23) which can be actuated to cut off the flow of the fluid towards the lower outlet pipe (17). The valve is located in a position downstream of the upper inlet pipe (12) and above, or upstream of, the lateral nozzles (11) and the second pipes (15).
    • 一种注射头包括一个上部入口管(12),用于从可以安装在头部上方的一组管状杆接收流体,至少一个第一管(13)具有弯曲的中间部分(14),该中间部分连接上部入口管 (12)至少一个侧向注射喷嘴(11),至少第二管(15),用于将流体从入口管(12)输送到可连接到钻孔工具的下出口管(17)。 注射头还具有阀(20-23),其可以被致动以切断流体朝向下出口管(17)的流动。 阀门位于上部入口管道(12)的下游,以及侧向喷嘴(11)和第二管道(15)的上方或上游。
    • 4. 发明申请
    • INJECTION HEAD FOR CARRYING OUT JET GROUTING PROCESSES
    • 注射喷头注射过程
    • US20110044769A1
    • 2011-02-24
    • US12990625
    • 2008-12-29
    • Maurizio SiepiAlessandro Ditillo
    • Maurizio SiepiAlessandro Ditillo
    • E02D3/02
    • E02D3/12
    • An injection head includes an upper inlet pipe (12) for receiving fluid from a set of tubular rods which can be mounted above the head, at least a first pipe (13) having a curved intermediate portion (14) which connects the upper inlet pipe (12) to at least one lateral injection nozzle (11), at least a second pipe (15) for conveying a fluid from the inlet pipe (12) to a lower outlet pipe (17) which can be connected to a drilling tool. The injection head also has valve (20-23) which can be actuated to cut off the flow of the fluid towards the lower outlet pipe (17). The valve is located in a position downstream of the upper inlet pipe (12) and above, or upstream of, the lateral nozzles (11) and the second pipes (15).
    • 一种注射头包括一个上部入口管(12),用于从可以安装在头部上方的一组管状杆接收流体,至少一个第一管(13)具有弯曲的中间部分(14),该中间部分连接上部入口管 (12)至少一个侧向注射喷嘴(11),至少第二管(15),用于将流体从入口管(12)输送到可连接到钻孔工具的下出口管(17)。 注射头还具有阀(20-23),其可以被致动以切断流体朝向下出口管(17)的流动。 阀门位于上部入口管道(12)的下游,以及侧向喷嘴(11)和第二管道(15)的上方或上游。
    • 6. 发明申请
    • JET GROUTING EQUIPMENT
    • 喷气设备
    • US20110311316A1
    • 2011-12-22
    • US13148630
    • 2009-02-20
    • Alessandro DitilloMaurizio Siepi
    • Alessandro DitilloMaurizio Siepi
    • E02D5/62E02D3/00
    • E02D3/12E02D5/46
    • Equipment serves to form consolidated soil columns having a non-circular cross-section, and includes a mast (2, 8), a rotary (3) which is rotatable and translatable along an axis parallel to the mast, a series of hollow rods (4) temporarily unlockable from the rotary (3), and a device to vary the rotational rate of the rotary in one or more prefixed angular ranges. A rotor (21) is directly secured to one of the rods of the string and operatively coupled to a device (20) generating control signals to vary the rotational speed of the rotary in response to the rotor angular position. A through clamp (10) is mounted to the rotatable mandrel of the rotary and is provided with locking members which can be activated to clamp a rod and make it integral to the rotary, and which can be deactivated to release the rod so as to allow the rotary to move relative to the rod.
    • 设备用于形成具有非圆形横截面的固结土柱,并且包括桅杆(2,8),可沿着平行于桅杆的轴线旋转和平移的旋转体(3),一系列中空杆 4)可以从旋转体(3)临时解锁,以及用于在一个或多个预定角度范围内改变旋转体的旋转速度的装置。 转子(21)被直接固定到弦的一个杆上并且可操作地联接到产生控制信号的装置(20),以响应于转子角位置改变旋转体的旋转速度。 通过夹具(10)安装到旋转体的可旋转心轴上并且设置有锁定构件,其可以被启动以夹紧杆并使其与旋转体成一体,并且其可以被去活以释放杆,从而允许 旋转件相对于杆移动。
    • 7. 发明申请
    • Method and equipment for making an impermeable diaphragm of secant piles
    • 用于制造切割防渗透膜的方法和设备
    • US20070105405A1
    • 2007-05-10
    • US11540135
    • 2006-09-28
    • Ezio BisernaMaurizio Siepi
    • Ezio BisernaMaurizio Siepi
    • H01R29/00
    • E02D13/04
    • Described herein is a method and equipment for making an impermeable diaphragm of secant piles, based upon the execution of parallel holes with constant distances between centres, said method and equipment being of the type that uses a drill rod (5) equipped, at the bottom end, with a bit (16) for making adjacent holes (1, 1′, 2) of substantially circular cross section, in which the equipment is constituted by a guide (6, 7), constrained to the drill rod (5), and made up of two elements shaped so as to press against the walls of two adjacent holes (1, 2); the two elements are connected to one another through a slider (20) passing through a vertical opening (21) made between the two holes (1, 2).
    • 这里描述的是一种基于执行中心之间恒定距离的平行孔的方法和设备,该方法和设备用于制造正切桩的不透水隔膜,所述方法和设备是使用在底部配备的钻杆(5)的类型 (16),用于制造基本圆形横截面的相邻孔(1,1'和2),其中设备由限制到钻杆(5)的引导件(6,7)构成, 并且由两个元件构成,以便压靠两个相邻孔(1,2)的壁; 两个元件通过穿过在两个孔(1,2)之间形成的垂直开口(21)的滑块(20)彼此连接。