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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
Applicant: Tony Dimillo
Inventor： Tony Dimillo
IPC: C09K8/473 , C04B28/04 , C04B14/10 , C04B16/08 , C04B24/04 , E21D11/10 , E21D11/38 , E21F15/00 , C04B103/30 , C04B103/22 , C04B111/70 , C04B111/00
Abstract: 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：US20120009024A1
公开(公告)日：2012-01-12
申请号：US12830530
申请日：2010-07-06
Applicant: Tony Dimillo
Inventor： Tony Dimillo
CPC classification number: E21D11/22
Abstract: 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.
Abstract translation: 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
Applicant: Tony Dimillo
Inventor： Tony Dimillo
IPC: E21D11/00
CPC classification number: E21D11/155
Abstract: 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.
Abstract translation: 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
Applicant: Tony Dimillo
Inventor： Tony Dimillo
IPC: C04B14/10 , C04B16/08 , E21D11/10 , C04B28/04 , E21D11/00 , C04B24/26 , C04B103/30 , C04B111/70
Abstract: 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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5.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
Applicant: Tony Dimillo
Inventor： Tony Dimillo
CPC classification number: 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
Abstract: 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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Patent Agency Ranking
6.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
Applicant: Tony Dimillo
Inventor： Tony Dimillo
IPC: E21D11/00
CPC classification number: E21D11/22
Abstract: 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.
Abstract translation: 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
Applicant: Tony Dimillo
Inventor： Tony Dimillo
IPC: 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
Abstract: 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
Applicant: Tony Dimillo
Inventor： Tony Dimillo
Abstract: 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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9.发明申请公开(公告)号：US20170369374A1
公开(公告)日：2017-12-28
申请号：US15193843
申请日：2016-06-27
Applicant: Tony Dimillo
Inventor： Tony Dimillo
IPC: C04B28/04 , E21D11/00 , C04B24/26 , C04B16/08 , C04B14/10 , C04B103/30 , C04B111/70
CPC classification number: C04B28/04 , C04B14/104 , C04B16/08 , C04B24/2664 , C04B2103/302 , C04B2111/00724 , C04B2111/70 , E21D11/00 , E21D11/38 , E21F15/00 , C04B24/2647 , C04B38/0074
Abstract: 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：US08562254B2
公开(公告)日：2013-10-22
申请号：US12533787
申请日：2009-07-31
Applicant: Tony Dimillo
Inventor： Tony Dimillo
IPC: E21D9/08
CPC classification number: E21D9/06
Abstract: The present invention provides a door arrangement for a tunneling machine. The door arrangement is for location at the front of the tunneling machine adjacent to the digging end of the machine. The door arrangement allows for the interior of the machine to be sealed off from the tunnel face, while also allowing for the door arrangement to be opened and allow complete access to the tunnel face. The door arrangement comprises door sections for hinged connection to a tunneling machine, the door sections being pivotable about the hinged connection between a closed position sealing the tunneling machine and an open position allowing the tunneling machine access to a tunnel face.
Abstract translation: 本发明提供了一种用于隧道机的门装置。 门装置位于与机器挖掘端相邻的隧道机前部。 门装置允许机器的内部与隧道面密封，同时还允许打开门装置并允许完全进入隧道面。 门装置包括用于铰接连接到隧道机的门部分，门部分可围绕铰接连接枢转，该封闭位置密封隧道机，并且允许隧道机进入隧道面的打开位置。
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