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1.发明授权Method and system of laying underwater pipelines in the bed of a body of water 有权将水下管线铺设在水体床上的方法和系统公开(公告)号：US08939678B2
公开(公告)日：2015-01-27
申请号：US12994438
申请日：2009-05-20
Applicant: Diego Lazzarin , Massimo Fontolan
Inventor： Diego Lazzarin , Massimo Fontolan
CPC classification number: E02F5/105 , E02F5/04 , E02F5/107 , E02F5/109 , E02F5/14 , E02F9/2866 , F16L1/028 , F16L1/16
Abstract: A method of laying underwater pipelines in the bed of a body of water, the method including laying an underwater pipeline along a given path on the bed of the body of water; breaking up a ground mass along the path to a given depth in the bed; and fluidifying the broken ground mass beneath the underwater pipeline to sink the underwater pipeline into the fluidified ground mass.
Abstract translation: 一种将水下管线铺设在水体床上的方法，该方法包括沿着水体床上的给定路径铺设水下管道; 沿着路径将地面质量分解成床中给定的深度; 并将水下管道下方的破碎的地面物质流化，将水下管道沉入流化的地面物质中。
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2.发明申请METHOD AND SYSTEM FOR TEMPORARILY SUPPORTING A SOIL MASS SUSCEPTIBLE TO SLIDE 有权用于支持轻度滑坡的土壤质量的方法和系统公开(公告)号：US20120057940A1
公开(公告)日：2012-03-08
申请号：US13062140
申请日：2009-09-02
Applicant: Diego Lazzarin , Massimo Fontolan
Inventor： Diego Lazzarin , Massimo Fontolan
CPC classification number: E02D17/086 , E02D17/04
Abstract: A method of temporarily supporting a soil mass susceptible to slide at a scarp slope bounding the soil mass includes advancing a supporting wall in an advancing direction along the scarp slope; and, in addition to the movement in the advancing direction, also moving a surface portion, in direct contact with the soil mass, of the supporting wall, so as to minimize friction between the soil mass and the supporting wall.
Abstract translation: 临时支撑容易沿着围绕土体的陡坡滑动的土体的方法包括沿着陡坡沿前进方向推进支撑壁; 并且除了在前进方向上的移动之外，还使与支撑壁直接接触土体的表面部分移动，以便最小化土体与支撑壁之间的摩擦。
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3.发明授权Method and system for temporarily supporting a soil mass susceptible to slide 有权临时支持易受滑坡影响的土体的方法和系统公开(公告)号：US08944725B2
公开(公告)日：2015-02-03
申请号：US13062140
申请日：2009-09-02
Applicant: Diego Lazzarin , Massimo Fontolan
Inventor： Diego Lazzarin , Massimo Fontolan
CPC classification number: E02D17/086 , E02D17/04
Abstract: A method of temporarily supporting a soil mass susceptible to slide at a scarp slope bounding the soil mass includes advancing a supporting wall in an advancing direction along the scarp slope; and, in addition to the movement in the advancing direction, also moving a surface portion, in direct contact with the soil mass, of the supporting wall, so as to minimize friction between the soil mass and the supporting wall.
Abstract translation: 临时支撑容易沿着围绕土体的陡坡滑动的土体的方法包括沿着陡坡沿前进方向推进支撑壁; 并且除了在前进方向上的移动之外，还使与支撑壁直接接触土体的表面部分移动，以便最小化土体与支撑壁之间的摩擦。
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4.发明授权公开(公告)号：US08899877B2
公开(公告)日：2014-12-02
申请号：US13062157
申请日：2009-09-03
Applicant: Diego Lazzarin , Massimo Fontolan
Inventor： Diego Lazzarin , Massimo Fontolan
CPC classification number: F16L1/16 , B63G8/001 , B63G2008/002 , E02F5/04 , E02F5/08 , E02F5/101 , E02F5/103 , E02F5/105 , E02F5/107 , E02F5/108 , E02F5/109 , E02F5/125 , F16L1/12 , F16L1/165
Abstract: A method of underground laying a continuous elongated member in a bed of a body of water, wherein the continuous elongated member lies on the bed of the body of water along a given path; the method including the steps of: fragmenting a soil mass in the bed along the given path and under the continuous elongated member, so as to form in the bed two scarp slopes bounding the fragmented soil mass by two soil masses susceptible to slide; advancing two supporting walls along the given path in an advancing direction, along the respective two scarp slopes, and transferring the fragmented soil mass between the two supporting walls, so as to promote sinking of the continuous elongated member between the two supporting walls.
Abstract translation: 一种在水体的床上地下铺设连续细长构件的方法，其中连续细长构件沿着给定的路径位于水体的床上; 该方法包括以下步骤：沿着给定的路径和连续的细长构件在床中分割土壤块，以便在床上形成两个通过两个容易滑动的土壤块将碎片土壤界定的两个陡坡; 沿着给定的路径在沿着相应的两个陡坡的前进方向上推进两个支撑壁，并且在两个支撑壁之间传递碎裂的土体，以促进连续细长构件在两个支撑壁之间的下沉。
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5.发明申请Method of Joining Two Portions of an Underwater Pipeline for Conducting Fluids and/or Gas 有权连接两部分用于传导流体和/或气体的水下管道的方法公开(公告)号：US20120269582A1
公开(公告)日：2012-10-25
申请号：US13319950
申请日：2010-05-11
Applicant: Massimo Fontolan , Roberto Brandi , Luca Michelazzo , Bruno Rosa
Inventor： Massimo Fontolan , Roberto Brandi , Luca Michelazzo , Bruno Rosa
IPC: F16L1/26
CPC classification number: F16L1/26 , F16L1/166 , F16L55/1608 , Y10T29/49718 , Y10T29/4973 , Y10T29/49904
Abstract: A method of joining two portions of an underwater pipeline for conducting fluid and/or gas on the bed of a body of water, the method including the steps of: joining a telescopic sleeve, having a first coupling head, to a first end of a first pipeline portion above the body of water; positioning the first end, the telescopic sleeve, and the first coupling head in a first given position on the bed of the body of water; joining a second coupling head to a second end of a second pipeline portion above the body of water; positioning the second end and the second coupling head in a second given position, close to the first coupling head, below the body of water; and connecting the first and second coupling head hermetically below the body of water.
Abstract translation: 一种将水下管道的两部分接合以在水体床上进行流体和/或气体的方法，所述方法包括以下步骤：将具有第一联接头的伸缩套筒连接到第一端 第一管道部分在水体之上; 将第一端，伸缩套和第一联接头定位在水体床上的第一给定位置; 将第二联接头连接到水体上方的第二管道部分的第二端; 将第二端和第二联接头定位在第二给定位置，靠近第一联接头，位于水体下方; 以及密封地将第一和第二联接头密封在水体的下方。
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Patent Agency Ranking
6.发明申请公开(公告)号：US20110211913A1
公开(公告)日：2011-09-01
申请号：US12994438
申请日：2009-05-20
Applicant: Diego Lazzarin , Massimo Fontolan
Inventor： Diego Lazzarin , Massimo Fontolan
IPC: F16L1/12
CPC classification number: E02F5/105 , E02F5/04 , E02F5/107 , E02F5/109 , E02F5/14 , E02F9/2866 , F16L1/028 , F16L1/16
Abstract: A method of laying underwater pipelines in the bed of a body of water, the method including laying an underwater pipeline along a given path on the bed of the body of water; breaking up a ground mass along the path to a given depth in the bed; and fluidifying the broken ground mass beneath the underwater pipeline to sink the underwater pipeline into the fluidified ground mass.
Abstract translation: 一种将水下管线铺设在水体床上的方法，该方法包括沿着水体床上的给定路径铺设水下管道; 沿着路径将地面质量分解成床中给定的深度; 并将水下管道下方的破碎的地面物质流化，将水下管道沉入流化的地面物质中。
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7.发明授权Method of joining two portions of an underwater pipeline for conducting fluids and/or gas 有权连接用于导管流体和/或气体的水下管线的两部分的方法公开(公告)号：US08974149B2
公开(公告)日：2015-03-10
申请号：US13319950
申请日：2010-05-11
Applicant: Massimo Fontolan , Roberto Brandi , Luca Michelazzo , Bruno Rosa
Inventor： Massimo Fontolan , Roberto Brandi , Luca Michelazzo , Bruno Rosa
CPC classification number: F16L1/26 , F16L1/166 , F16L55/1608 , Y10T29/49718 , Y10T29/4973 , Y10T29/49904
Abstract: A method of joining two portions of an underwater pipeline for conducting fluid and/or gas on the bed of a body of water, the method including the steps of: joining a telescopic sleeve, having a first coupling head, to a first end of a first pipeline portion above the body of water; positioning the first end, the telescopic sleeve, and the first coupling head in a first given position on the bed of the body of water; joining a second coupling head to a second end of a second pipeline portion above the body of water; positioning the second end and the second coupling head in a second given position, close to the first coupling head, below the body of water; and connecting the first and second coupling head hermetically below the body of water.
Abstract translation: 一种将水下管道的两部分接合以在水体床上进行流体和/或气体的方法，所述方法包括以下步骤：将具有第一联接头的伸缩套筒连接到第一端 第一管道部分在水体之上; 将第一端，伸缩套和第一联接头定位在水体床上的第一给定位置; 将第二联接头连接到水体上方的第二管道部分的第二端; 将第二端和第二联接头定位在第二给定位置，靠近第一联接头，位于水体下方; 以及密封地将第一和第二联接头密封在水体的下方。
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8.发明授权Method of joining two portions of an underwater pipeline laid on the bed of a body of water to conduct fluid and/or gas 有权将水下管线的两部分连接在水体床上以进行流体和/或气体的方法公开(公告)号：US08973237B2
公开(公告)日：2015-03-10
申请号：US13319956
申请日：2010-05-11
Applicant: Massimo Fontolan
Inventor： Massimo Fontolan
CPC classification number: F16L1/26 , F16L1/166 , F16L55/1608 , Y10T29/49718 , Y10T29/4973 , Y10T29/49904
Abstract: A method of joining two portions of an underwater pipeline laid on the bed of a body of water to conduct fluid and/or gas, the method including: joining a telescopic sleeve, having a first coupling head, to a first end of a first pipeline portion above the body of water; laying the first end, the telescopic sleeve, and the first coupling head on the bed of the body of water; joining a second coupling head to a second end of a second pipeline portion above the body of water; laying the second end and the second coupling head on the bed of the body of water, close to the first coupling head; roughly aligning the first and second coupling head in the body of water; and clamping the first and second coupling head to each other in the body of water.
Abstract translation: 一种将布置在水体床上的水下管线的两部分连接以传导流体和/或气体的方法，所述方法包括：将具有第一联接头的伸缩套筒连接到第一管道的第一端 水体以上的部分; 将第一端，伸缩套和第一联接头放在水体床上; 将第二联接头连接到水体上方的第二管道部分的第二端; 将第二端和第二耦合头放置在水体的床上，靠近第一耦合头; 将第一和第二联接头大致对准在水体中; 并且将第一和第二联接头在水体中彼此夹紧。
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9.发明申请Method of Joining Two Portions of an Underwater Pipeline Laid on the Bed of a Body of Water to Conduct Fluid and/or Gas 有权连接在水体床上的两部分水下管道连接以进行流体和/或气体的方法公开(公告)号：US20120261914A1
公开(公告)日：2012-10-18
申请号：US13319956
申请日：2010-05-11
Applicant: Massimo Fontolan
Inventor： Massimo Fontolan
CPC classification number: F16L1/26 , F16L1/166 , F16L55/1608 , Y10T29/49718 , Y10T29/4973 , Y10T29/49904
Abstract: A method of joining two portions of an underwater pipeline laid on the bed of a body of water to conduct fluid and/or gas, the method including: joining a telescopic sleeve, having a first coupling head, to a first end of a first pipeline portion above the body of water; laying the first end, the telescopic sleeve, and the first coupling head on the bed of the body of water; joining a second coupling head to a second end of a second pipeline portion above the body of water; laying the second end and the second coupling head on the bed of the body of water, close to the first coupling head; roughly aligning the first and second coupling head in the body of water; and clamping the first and second coupling head to each other in the body of water.
Abstract translation: 一种将布置在水体床上的水下管线的两部分连接以传导流体和/或气体的方法，所述方法包括：将具有第一联接头的伸缩套筒连接到第一管道的第一端 水体以上的部分; 将第一端，伸缩套和第一联接头放在水体床上; 将第二联接头连接到水体上方的第二管道部分的第二端; 将第二端和第二耦合头放置在水体的床上，靠近第一耦合头; 将第一和第二联接头大致对准在水体中; 并且将第一和第二联接头在水体中彼此夹紧。
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10.发明申请METHOD AND SYSTEM FOR LAYING UNDERGROUND A CONTINUOUS ELONGATED MEMBER IN A BED OF A BODY OF WATER 有权用于在地下铺设一层连续的长度为一个水的床的成员的方法和系统公开(公告)号：US20120121339A1
公开(公告)日：2012-05-17
申请号：US13062157
申请日：2009-09-03
Applicant: Diego Lazzarin , Massimo Fontolan
Inventor： Diego Lazzarin , Massimo Fontolan
CPC classification number: F16L1/16 , B63G8/001 , B63G2008/002 , E02F5/04 , E02F5/08 , E02F5/101 , E02F5/103 , E02F5/105 , E02F5/107 , E02F5/108 , E02F5/109 , E02F5/125 , F16L1/12 , F16L1/165
Abstract: A method of underground laying a continuous elongated member in a bed of a body of water, wherein the continuous elongated member lies on the bed of the body of water along a given path; the method including the steps of: fragmenting a soil mass in the bed along the given path and under the continuous elongated member, so as to form in the bed two scarp slopes bounding the fragmented soil mass by two soil masses susceptible to slide; advancing two supporting walls along the given path in an advancing direction, along the respective two scarp slopes, and transferring the fragmented soil mass between the two supporting walls, so as to promote sinking of the continuous elongated member between the two supporting walls.
Abstract translation: 一种在水体的床上地下铺设连续细长构件的方法，其中连续细长构件沿着给定的路径位于水体的床上; 该方法包括以下步骤：沿着给定的路径和连续的细长构件在床中分割土壤块，以便在床上形成两个通过两个容易滑动的土壤块将碎片土壤界定的两个陡坡; 沿着给定的路径在沿着相应的两个陡坡的前进方向上推进两个支撑壁，并且在两个支撑壁之间传递碎裂的土体，以促进连续细长构件在两个支撑壁之间的下沉。
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