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公开(公告)号：US6017095A
公开(公告)日：2000-01-25
申请号：US926024
申请日：1997-09-09
申请人： Tony DiMillo
发明人： Tony DiMillo
CPC分类号： E21D9/0657 , E21D9/087
摘要： The present invention relates to a tunnel boring machine particularly a micro-tunnelling machine having a cutting head rotatably mounted on the end of a housing and being driven by a first motor means and a rotatable central auger for removal of soil from the cutting operation mounted in the interior of the housing, the central auger being driven by a second motor means to allow rotation of the auger independent of the rotation of the cutting head. The tunnel boring machine may also be provided with a rock crusher between the cutting head and the auger to reduce boulders encountered during the tunneling to a size to be able to be transported by the auger.
摘要翻译： 隧道掘进机技术领域本发明涉及一种隧道掘进机，特别是一种微隧道掘进机，其具有可旋转地安装在壳体的端部上并由第一电动机装置和可旋转中心螺旋钻驱动的切割头，用于从安装在 壳体的内部，中央螺旋钻由第二电动机装置驱动，以允许螺旋钻的旋转独立于切割头的旋转。 隧道掘进机还可以在切割头和螺旋钻之间设置有岩石破碎机，以将在隧道掘进期间遇到的巨石减小到能够由螺旋钻运输的尺寸。
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公开(公告)号：US10647904B2
公开(公告)日：2020-05-12
申请号：US16436324
申请日：2019-06-10
申请人： Tony Dimillo
发明人： Tony Dimillo
IPC分类号： C09K8/473 , C04B28/04 , C04B14/10 , C04B16/08 , C04B24/04 , E21D11/10 , E21D11/38 , E21F15/00 , C04B103/30 , C04B103/22 , C04B111/70 , C04B111/00
摘要： The present invention provides for a compressible grout mix for filling an annular gap between a tunnel rock wall surface and a tunnel liner of a tunnel in a rock formation subject to time dependent deformation after excavation and a method of filling the annular gap between a tunnel rock wall surface and a funnel liner of a tunnel in a rock formation subject to time dependent deformation after excavation utilizing the compressible grout mix for resilient absorption of forces in the hardened state of the compressible grout mix exerted by the time dependent deformation of the rock wall surface into the tunnel opening. The method includes: a. providing a compressible grout mix comprising hydraulic binding agent, bentonite clay, polymer foam particles, water, and one or more additives selected from water-reducing admixture and/or setting retarding admixture, aggregate materials, anti-wash agents and air, b. placing the compressible grout mix in the annular gap between the tunnel wall rock surface and the tunnel liner, and c. allowing the compressible grout mix to set, wherein the compressible grout mix in the hardened state has a compressible ratio greater than the anticipated time dependent deformation.
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公开(公告)号：US20010002974A1
公开(公告)日：2001-06-07
申请号：US08926025
申请日：1997-09-09
申请人： Tony Dimillo
发明人： TONY DIMILLO
IPC分类号： B65G047/16
CPC分类号： E21D9/102 , E02F9/024 , E02F9/085 , E21D9/1093 , E21D9/126
摘要： A tunnel digging apparatus has an undercarriage pivotally attached to a moving means, the undercarriage being pivotable between a first moving position where the machine may be moved over a surface by operation of the moving means and a second operating position such that at least a portion of the undercarriage is in contact with the surface. The machine in the operating position is supported by at least a portion of the moving means and the portion of the undercarriage in contact with the surface.
摘要翻译： 隧道挖掘装置具有可枢转地附接到移动装置的底架，底架可在第一移动位置和第二操作位置之间枢转，第一移动位置可以通过移动装置的操作而移动到表面上;第二操作位置使得至少一部分 起落架与地面接触。 操作位置的机器由移动装置的至少一部分和起落架的与表面接触的部分支撑。
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公开(公告)号：US20120009024A1
公开(公告)日：2012-01-12
申请号：US12830530
申请日：2010-07-06
申请人： Tony Dimillo
发明人： Tony Dimillo
CPC分类号： E21D11/22
摘要： The present invention is directed to a clip connector for joining steel ribs together end to end to provide a support for lateral wood or steel beams used to line a tunnel. The clip connector has a generally C shaped cross section with a web section having a width approximately equal to the width of the flange of the steel rib and a length and shape sufficient to overlap the ends of the joined steel ribs. The clip has flanges extending from either side of the web to wrap around the flange of steel ribs and contain the flange of the steel rib.
摘要翻译： 本发明涉及一种用于将钢筋端对端连接的夹子连接器，以便为用于对隧道进行排列的横向木材或钢梁提供支撑。 夹子连接器具有大致C形的横截面，其腹板部分的宽度大致等于钢筋的凸缘的宽度，并且具有足以与连接的钢筋的端部重叠的长度和形状。 夹子具有从卷材的任一侧延伸的凸缘，以包围钢筋的凸缘并且容纳钢筋的凸缘。
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公开(公告)号：US20110129300A1
公开(公告)日：2011-06-02
申请号：US12628049
申请日：2009-11-30
申请人： Tony Dimillo
发明人： Tony Dimillo
IPC分类号： E21D11/00
CPC分类号： E21D11/155
摘要： The present invention is directed to a steel segment assembly for lining a tunnel. The segment assembly has a frame to which is attached a steel panel, the frame and panel being a segment of a cylinder dimensioned to the desired tunnel diameter. The frame is preferably square, rectangular or trapezoidal in shape and is constructed of suitably dimensioned members having a square or rectangular cross section welded together. The frame has two curved spaced apart side members to form the long sides of the frame, the curved spaced apart side members being joined together at either end by end members to form the short sides of the frame. At least one intermediate member is provided between the two end members to bridge the two curved spaced apart side members to provide transverse structural support to the steel segment assembly.
摘要翻译： 本发明涉及一种用于衬砌隧道的钢段组件。 节段组件具有框架，钢框架连接到钢板上，框架和面板是尺寸为期望的隧道直径的圆柱体。 框架最好是方形的，矩形的或梯形的，并且由具有焊接在一起的方形或矩形横截面的适当尺寸的构件构成。 框架具有两个弯曲的间隔开的侧部构件以形成框架的长边，弯曲的间隔开的侧构件在任一端通过端构件连接在一起以形成框架的短边。 至少一个中间构件设置在两个端部构件之间，以桥接两个弯曲的间隔开的侧构件，以向钢段组件提供横向结构支撑。
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公开(公告)号：US10315955B2
公开(公告)日：2019-06-11
申请号：US15193843
申请日：2016-06-27
申请人： Tony Dimillo
发明人： Tony Dimillo
IPC分类号： C04B14/10 , C04B16/08 , E21D11/10 , C04B28/04 , E21D11/00 , C04B24/26 , C04B103/30 , C04B111/70
摘要： The present invention provides for a compressible grout mix for filling an annular gap between a tunnel rock wall surface and a tunnel liner of a tunnel in a rock formation subject to time dependent deformation after excavation and a method of filling the annular gap between a tunnel rock wall surface and a tunnel liner of a tunnel in a rock formation subject to time dependent deformation after excavation utilizing the compressible grout mix for resilient absorption of forces in the hardened state of the compressible grout mix exerted by the time dependent deformation of the rock wall surface into the tunnel opening. The method includes: a. providing the compressible grout mix comprising hydraulic binding agent, bentonite clay, polymer foam particles, water-reducing admixture, water and air, b. placing the compressible grout mix in the annular gap between the tunnel wall rock surface and the tunnel liner, and c. allowing the compressible grout mix to set, wherein the compressible grout mix in the hardened state has a compressible ratio greater than the anticipated time dependent deformation.
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7.发明申请公开(公告)号：US20180037801A1
公开(公告)日：2018-02-08
申请号：US15672227
申请日：2017-08-08
申请人： Tony Dimillo
发明人： Tony Dimillo
CPC分类号： C09K8/473 , C04B14/104 , C04B16/08 , C04B24/04 , C04B28/04 , C04B2103/22 , C04B2103/302 , C04B2111/00724 , C04B2111/70 , E21D11/105 , E21D11/38 , E21F15/00 , C04B24/2647 , C04B38/0074
摘要： The present invention provides for a compressible grout mix for filling an annular gap between a tunnel rock wall surface and a tunnel liner of a tunnel in a rock formation subject to time dependent deformation after excavation and a method of filling the annular gap between a tunnel rock wall surface and a tunnel liner of a tunnel in a rock formation subject to time dependent deformation after excavation utilizing the compressible grout mix for resilient absorption of forces in the hardened state of the compressible grout mix exerted by the time dependent deformation of the rock wall surface into the tunnel opening. The method includes:a. providing the compressible grout mix comprising hydraulic binding agent, bentonite clay, polymer foam particles, water-reducing admixture, water and air, b. placing the compressible grout mix in the annular gap between the tunnel wall rock surface and the tunnel liner, and c. allowing the compressible grout mix to set, wherein the compressible grout mix in the hardened state has a compressible ratio greater than the anticipated time dependent deformation.
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8.发明授权公开(公告)号：US08613567B2
公开(公告)日：2013-12-24
申请号：US12830530
申请日：2010-07-06
申请人： Tony Dimillo
发明人： Tony Dimillo
IPC分类号： E21D11/00
CPC分类号： E21D11/22
摘要： The present invention is directed to a clip connector for joining steel ribs together end to end to provide a support for lateral wood or steel beams used to line a tunnel. The clip connector has a generally C shaped cross section with a web section having a width approximately equal to the width of the flange of the steel rib and a length and shape sufficient to overlap the ends of the joined steel ribs. The clip has flanges extending from either side of the web to wrap around the flange of steel ribs and contain the flange of the steel rib.
摘要翻译： 本发明涉及一种用于将钢筋端对端连接的夹子连接器，以便为用于对隧道进行排列的横向木材或钢梁提供支撑。 夹子连接器具有大致C形的横截面，其腹板部分的宽度大致等于钢筋的凸缘的宽度，并且具有足以与连接的钢筋的端部重叠的长度和形状。 夹子具有从卷材的任一侧延伸的凸缘，以包围钢筋的凸缘并且容纳钢筋的凸缘。
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公开(公告)号：US10316239B2
公开(公告)日：2019-06-11
申请号：US15672227
申请日：2017-08-08
申请人： Tony Dimillo
发明人： Tony Dimillo
IPC分类号： E21D11/05 , C09K8/473 , C04B28/04 , C04B14/10 , C04B16/08 , C04B24/04 , E21D11/10 , E21D11/38 , E21F15/00 , C04B103/30 , C04B103/22 , C04B111/70 , C04B111/00
摘要： The present invention provides for a compressible grout mix for filling an annular gap between a tunnel rock wall surface and a tunnel liner of a tunnel in a rock formation subject to time dependent deformation after excavation and a method of filling the annular gap between a tunnel rock wall surface and a tunnel liner of a tunnel in a rock formation subject to time dependent deformation after excavation utilizing the compressible grout mix for resilient absorption of forces in the hardened state of the compressible grout mix exerted by the time dependent deformation of the rock wall surface into the tunnel opening. The method includes:a. providing the compressible grout mix comprising hydraulic binding agent, bentonite clay, polymer foam particles, water-reducing admixture, water and air,b. placing the compressible grout mix in the annular gap between the tunnel wall rock surface and the tunnel liner, andc. allowing the compressible grout mix to set, wherein the compressible grout mix in the hardened state has a compressible ratio greater than the anticipated time dependent deformation.
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公开(公告)号：US20190048249A1
公开(公告)日：2019-02-14
申请号：US15672235
申请日：2017-08-08
申请人： Tony Dimillo
发明人： Tony Dimillo
摘要： The present invention relates to a compressible grout mix for use as a fill in applications requiring absorption of compressive or deformation stresses between subterranean formations and subterranean structures as well as a method of filling a gap between subterranean formations and subterranean structures in a subterranean formation subject to compressive or deformation stresses utilizing the compressible grout mix for resilient absorption of forces in the hardened state of the compressible grout mix exerted by the time dependent deformation of the rock wall surface into the tunnel opening. The compressible grout mix contains hydraulic binding agent, polymer foam particles, anti-wash agent, and water and the method includes: a. providing the compressible grout mix containing hydraulic binding agent, polymer foam particles, anti-wash agent, and water, b. placing the compressible grout mix in the gap between the subterranean formation and the subterranean structure, and c. allowing the compressible grout mix to set, wherein the compressible grout mix in the hardened state has a compressible ratio greater than the anticipated compressive and deformation stresses of the subterranean formation.
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