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71. 发明授权

US10900189B2 Anchor driving device 有权
公开(公告)号：US10900189B2
公开(公告)日：2021-01-26
申请号：US16695414
申请日：2019-11-26
申请人： CASHMAN DREDGING AND MARINE CONTRACTING, CO., LLC
发明人： Tim Mannering , Corey Welch , Chris Sheedy
IPC分类号： E02B7/06 , E02D7/06 , E02D13/06 , E02D5/24 , E02D27/52 , E02D33/00 , E02D5/80 , E02F3/38
摘要： An anchor driving device includes an anchor, a driving member with a slide stop, an anchor rod, a slide collar, and a load cell. The driving member is removably coupled to the anchor. The slide stop of the driving member is spaced apart from and disposed above the anchor. The anchor rod is permanently coupled to the anchor. The slide collar is disposed on the driving member and is selectively affixed to the driving member with a release mechanism. The load cell is permanently coupled to the slide collar and selectively coupled to the anchor rod. The load cell is configured to measure a load through the anchor rod during a setting operation of the anchor.

72. 发明申请

US20200157763A1 MEASURING DEVICE AND METHOD FOR HORIZONTAL DYNAMIC IMPEDANCE OF SPECIFIED FOUNDATION DEPTH BASED ON DIFFERENTIAL RESPONSE ANALYSIS OF PULSE EXCITATION 审中-公开
公开(公告)号：US20200157763A1
公开(公告)日：2020-05-21
申请号：US16477184
申请日：2018-03-19
申请人： Dalian University of Technology
发明人： Jianbo LI , Weihong LIU , Zhiyuan LI , Gao LIN
IPC分类号： E02D33/00 , E02D27/32
摘要： A measuring device and method for horizontal dynamic impedance of specified foundation depth based on differential response analysis of pulse excitation. The measuring method is realized based on the measuring device. Two rigid piles with different lengths are embedded into different foundation depths. Motion characteristics of the two rigid piles in the process of collision impact with the outside are different under the same pulse excitation. Dynamic impedance of specified foundation depth is deduced from the formula according to the differential response. Single-degree-of-freedom oscillators are arranged on the pile heads of the two piles, and strain gauges are arranged on the bottoms of the single-degree-of-freedom oscillators to obtain stress states of the single-degree-of-freedom oscillators, thereby calculating the relative displacements of the single-degree-of-freedom oscillators. This is simple in structure, reliable in measurement and convenient in data collection and processing.

73. 发明申请

US20190390431A1 EMBANKMENT MONITORING SYSTEM 审中-公开
公开(公告)号：US20190390431A1
公开(公告)日：2019-12-26
申请号：US16465749
申请日：2017-12-01
申请人： Fugro Technology B.V.
发明人： Devrez Mehmet KARABACAK , Bastiaan MEULBLOK , German Enrique KNOPPERS
IPC分类号： E02D1/08 , E02D33/00 , G01B11/16 , G01L9/00
摘要： The embankment monitoring system comprises an optic sensor chain (10) and an interrogator (20). The optic sensor chain (10) comprises a series of intrinsic fiber optic sensors (12) that are mutually spaced with respect to each other in a longitudinal direction of the optic sensor chain and at least one optic fiber (14) to optically connect the plurality of intrinsic fiber optic sensors to the interrogator. The interrogator is configured to issue an optic interrogation signal and the intrinsic fiber optic sensors are configured to respond to the optic interrogation signal with an optic measurement signal that is indicative for at least one physical parameter (P1) sensed by the intrinsic fiber optic sensors. The interrogator is further configured to process the optic measurement signals of the intrinsic fiber optic sensors to estimate a depth (d) as a function of a position (p) along said optic sensor chain (10).

74. 发明授权

US10401256B2 Vertical displacement detecting device 有权
公开(公告)号：US10401256B2
公开(公告)日：2019-09-03
申请号：US15687514
申请日：2017-08-27
申请人： Guangxi Geotechnical New Technology CO.,LTD
发明人： Xiaoduo Ou , Chuncai Lin , Kaiwen Hou , Jie Jiang , Wanjin Zhao , Fuchang Hou , Jianwen Chen
IPC分类号： G01M5/00 , G01B5/06 , G01B5/30 , E02D33/00 , G01B5/00 , G01B3/22 , F16H55/36
摘要： The disclosure relates to a vertical displacement detecting device, comprising a fixed frame, a first guiding rail and a second guiding rail. The first guiding rail and the second guiding rail are respectively provided with a first sliding block and a second sliding block. The top or bottom surface of the blocking plate is contacted with a displacement detector. The second sliding block is provided with a traction wire. A top end of the fixed frame is provided with a pulley and a traction wire, and the traction wire is wound around the pulley, one end of the traction wire is connected with the first sliding block and the other end is connected to the second sliding block. The disclosure has the advantages of simple structure, accurate precision, low cost and simple realization method, and it is advantageous for wide use.

75. 发明申请

US20180372604A1 METHOD OF DESIGN AND MANUFACTURING CONCRETE STRUCTURES BASED ON THE VERIFICATION OF CONCRETE FATIGUE STRENGTH BY TEST 审中-公开
公开(公告)号：US20180372604A1
公开(公告)日：2018-12-27
申请号：US15773313
申请日：2017-06-07
申请人： PACADAR, SA
发明人： Francisco Javier MARTÍNEZ DE CASTANEDA , Juan Carlos LANCHA FERNÁNDEZ , Manuel CIDONCHA ESCOBAR , María Celia GÓMEZ DEL PULGAR GONZÁLEZ
IPC分类号： G01N3/32 , B28B17/00 , E02D33/00 , E02D27/42 , E02B17/00 , F16M5/00 , E02B1/00 , E02B3/06 , G01N33/38 , G05B19/418
CPC分类号： G01N3/32 , B28B17/0081 , E01B1/002 , E01B3/28 , E01B2204/09 , E01D19/125 , E02B1/00 , E02B3/06 , E02B17/00 , E02B2017/0091 , E02D27/425 , E02D33/00 , E02D2250/0023 , E02D2300/002 , E02D2300/0051 , E02D2300/0064 , E04B1/06 , E04B2103/02 , E04C5/08 , E04H12/12 , F16M5/00 , G01N33/383 , G01N2203/0073 , G05B19/41875 , G05B2219/32183 , Y02P90/20 , Y02P90/22 , Y02P90/265
摘要： Method of design and manufacturing concrete structures subjected to relevant cyclic loads along their service lives, as wind towers, and a fatigue testing machine. The method consists on the design of concrete structures conditioned by cyclic loads considering a fatigue strength value specified by the project as one of the main design parameters, which will be verified during the manufacturing phase as one of the control parameters of the quality assurance plan by performing fatigue strength test on concrete samples representative of the concrete structural elements produced on said manufacturing phase. The method allows to decouple the concrete fatigue strength from the compressive strength of the material, which is why includes a verification of the fatigue strength as a part of a quality assurance plan of production according to a new developed procedure.

76. 发明申请

US20180172560A1 DEVICE AND METHOD FOR TAKING A SAMPLE 审中-公开
公开(公告)号：US20180172560A1
公开(公告)日：2018-06-21
申请号：US15847405
申请日：2017-12-19
申请人： BAUER Spezialtiefbau GmbH
发明人： Stephan DUCHOW
IPC分类号： G01N1/20 , E02D33/00
摘要： The invention relates to a device and a method for taking a sample of a filling, with which a hole in the ground is filled, having a container with at least one inlet opening for the inflow of the filling into a receiving space of the container. According to the invention provision is made in that a closing cap is placed onto the inlet opening and this is closed thereby. The container is provided with a compressed air line which leads into the receiving space, wherein on feeding compressed air into the receiving space the closing cap is released from the inlet opening and this is exposed for the inflow of the filling.

77. 发明申请

US20170247092A1 Data Capture Device and System 审中-公开
公开(公告)号：US20170247092A1
公开(公告)日：2017-08-31
申请号：US15313412
申请日：2015-05-22
申请人： WHITSUNDAY MOORING AND MARINE CONSTRUCTION PTY LTD
发明人： Darren James Foster
IPC分类号： B63C11/52 , E02D33/00 , G01N21/88 , E02D5/22 , G01N29/26
CPC分类号： B63C11/52 , E02D5/22 , E02D5/34 , E02D33/00 , G01N21/8851 , G01N29/11 , G01N29/262 , G01N29/265 , G01N2201/06113 , G01N2291/0234 , G01N2291/0258 , G01N2291/044 , G01N2291/2626
摘要： A data capture device and a data capture system are provided. The data capture device is configured to navigate along an elongate structure. The data capture device includes a surface scanner, for scanning a surface of the elongate structure; and a sensor, for capturing data relating to the elongate structure. The surface scanner and the sensor are configured to capture data relating to a common region.

78. 发明授权

US09605404B2 High strain dynamic load testing procedure 有权
公开(公告)号：US09605404B2
公开(公告)日：2017-03-28
申请号：US14289600
申请日：2014-05-28
申请人： Glen G. Hale , Charles J. Kelleher
发明人： Glen G. Hale , Charles J. Kelleher
IPC分类号： E02D33/00 , E02D27/48 , E02D5/38 , E02D7/02 , G01N3/303 , G01M5/00
CPC分类号： E02D33/00 , E02D5/38 , E02D7/02 , E02D27/48 , G01M5/0058 , G01N3/303
摘要： A method is provided for using low-overhead equipment to perform a dynamic load test on pipe piles of a deep pile foundation for an existing building. The existing building is lifted to a predetermined elevation above grade and cribbing stacks are positioned to support the existing building at the predetermined elevation above grade. The cribbing stacks are spaced from each other enabling low-overhead equipment to maneuver underneath the elevated building to drill drive pipe piles and to position a drop weight used for dynamic load testing the driven pipe piles. Grout is pumped under pressure into the pipe piles continuously during the drill driving of the pipe piles so that grout exits through a grout port to mix with disturbed soil about the pipe pile to encase the pipe pile in a grout-soil mixture. Sensors are attached to the pipe pile being tested. The sensors provide information regarding the pipe pile impacted by the drop weight. Bearing capacity and other pipe pile characteristics that indicate whether the pipe pile tested is acceptable are determined from the information provided by the sensors.

79. 发明申请

US20170067222A1 METHOD OF MONITORING SUBSURFACE CONCRETE STRUCTURES 审中-公开
标题翻译：监测表面混凝土结构的方法
公开(公告)号：US20170067222A1
公开(公告)日：2017-03-09
申请号：US15117070
申请日：2015-02-05
申请人： CEMENTATION SKANSKA LIMITED , THE CHANCELLOR, MASTERS AND SCHOLARS OF THE UNIVERSITY OF CAMBRIDGE , ARUP GROUP LIMITED
发明人： Andrew Bell , Yue Ouyang , Kenichi Soga , Duncan Nicholson
IPC分类号： E02D33/00 , E02D5/18 , E02D15/04 , E02D5/22 , G01K11/32 , G01V9/00
CPC分类号： E02D33/00 , E02D5/18 , E02D5/22 , E02D15/04 , E21B33/14 , E21B47/0005 , E21B47/123 , G01K11/32 , G01N21/431 , G01N33/383 , G01V9/005
摘要： Fibre optic sensors are used to monitor the integrity of a subsurface concrete structure such as a pile or diaphragm wall. A fibre optic sensor array (48) is attached to a reinforcement or framework assembly (20) for the subsurface concrete structure. Concrete is applied to surround the reinforcement or framework assembly (20) and fibre optic sensor array (48). The fibre optic sensor array (48) is then used to collect temperature data during hydration of the subsurface concrete structure. The temperature data is monitored in real time to determine differentials across the structure, indicative of a problem within the structure.
摘要翻译：光纤传感器用于监测地下混凝土结构（如桩或隔墙）的完整性。光纤传感器阵列（48）附接到用于地下混凝土结构的加强件或框架组件（20）。施加混凝土以围绕加强件或框架组件（20）和光纤传感器阵列（48）。然后，光纤传感器阵列（48）用于在地下混凝土结构的水合过程中收集温度数据。温度数据被实时监控，以确定整个结构的差异，指示结构内的问题。

80. 发明授权

US09435188B2 Formation pressure sensing system 有权
标题翻译：地层压力传感系统
公开(公告)号：US09435188B2
公开(公告)日：2016-09-06
申请号：US14350380
申请日：2012-10-10
申请人： Ian Gray
发明人： Ian Gray
IPC分类号： E21B47/00 , E02D33/00 , E21B47/06 , E21B33/13 , E21B47/01
CPC分类号： E21B47/00 , E02D33/00 , E21B33/13 , E21B47/01 , E21B47/06
摘要： A method of installing a pressure transducer in a borehole to measure the fluid prepare of a geological formation. The pressure transducer is installed into the borehole at a desired depth, and then the borehole is filled with a cement grout. The fluid connection between the pressure transducer and the formation is opened by pumping a fluid through tubing to displace the cement grout. A process of hydrofracture can be employed to provide a communication path of fluid between the formation and the pressure transducer surrounded by the fractured grout. In one embodiment of the invention, a pressure transducer is cemented into the borehole along with a check and pressure relief valve. In another embodiment, the pressure transducer is installed in the tubing at a subsequent stage.
摘要翻译：在井眼中安装压力传感器以测量地质构造的流体的方法。压力传感器以期望的深度安装到钻孔中，然后钻孔填充有水泥浆。压力传感器和地层之间的流体连接通过泵送流体通过管道来移开水泥浆料而打开。可以采用水力断裂的过程来提供地层与由裂缝灌浆包围的压力传感器之间的流体的连通路径。在本发明的一个实施例中，压力传感器与止回阀和压力释放阀一起胶合到钻孔中。在另一个实施例中，压力传感器在随后的阶段安装在管道中。

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