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公开(公告)号：US09551188B1
公开(公告)日：2017-01-24
申请号：US14208939
申请日：2014-03-13
申请人： Kejr, Inc.
发明人： Joel Christy , Kyle Riedel
摘要： A split tube soil sampling system includes a sample tube having an upper end and a lower end, a drive head attached to the upper end of the sample tube, and a cutting shoe attached to the lower end of the sample tube. The sample tube has a first generally semi cylindrical tube segment comprising a first pair of longitudinal edges, and a second generally semi cylindrical tube segment comprising a second pair of longitudinal edges. The first and second tube segments are configured to be joined together along their respective longitudinal edges to form a cylinder having a through bore. The longitudinal edges of the tube segments have interlocking fingers that are mated together to hold the first and second tube segments together.
摘要翻译： 分体管土壤取样系统包括具有上端和下端的样品管，附接到样品管的上端的驱动头和连接到样品管的下端的切割靴。 样品管具有包括第一对纵向边缘的第一大致半圆柱形管段和包括第二对纵向边缘的第二大致半圆柱形管段。 第一和第二管段被构造成沿其相应的纵向边缘连接在一起以形成具有通孔的圆筒。 管段的纵向边缘具有彼此配合的互锁指，以将第一和第二管段保持在一起。
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公开(公告)号：US09322758B2
公开(公告)日：2016-04-26
申请号：US13862386
申请日：2013-04-13
摘要： A method for determining allowable bearing pressures of a steel footing on variable subsurface materials whether native soils, rock, or manmade construction material is disclosed. The method continuously measures vertical displacement by an optical technique of a dismantable steel footing under the impact of a free falling steel drop weight. The load pulse of the drop weight is measured by means of a load cell.
摘要翻译： 公开了一种用于确定可变地下材料上的钢脚的允许承受压力的方法，无论是土木土，岩石还是人造建筑材料。 该方法在自由落体钢液滴重量的冲击下，通过可拆卸钢脚的光学技术连续测量垂直位移。 通过称重传感器测量液滴重量的载荷脉冲。
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公开(公告)号：US20140305186A1
公开(公告)日：2014-10-16
申请号：US13862386
申请日：2013-04-13
IPC分类号： G01N3/303
摘要： A method for determining allowable bearing pressures of a steel footing on variable subsurface materials whether native soils, rock, or manmade construction material is disclosed. The method continuously measures vertical displacement by an optical technique of a dismantable steel footing under the impact of a free falling steel drop weight. The load pulse of the drop weight is measured by means of a load cell.
摘要翻译： 公开了一种用于确定可变地下材料上的钢脚的允许承受压力的方法，无论是土木土，岩石还是人造建筑材料。 该方法在自由落体钢液滴重量的冲击下，通过可拆卸钢脚的光学技术连续测量垂直位移。 通过称重传感器测量液滴重量的载荷脉冲。
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94.发明申请公开(公告)号：US20140137646A1
公开(公告)日：2014-05-22
申请号：US14164290
申请日：2014-01-27
摘要： A system configured to determine a property of a paving-related material is provided. The system includes a measuring device configured for measuring a property of a paving-related material and a cellular computer device configured for being in communication with and receiving data from the measuring device.
摘要翻译： 提供了一种被配置为确定铺路相关材料的性质的系统。 该系统包括被配置为测量铺路相关材料的性质的测量装置和被配置为与测量装置通信并从其接收数据的蜂窝计算机装置。
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95.发明授权Method and system for measuring the concentration of different compounds present in particulate material 有权测量颗粒物质中存在的不同化合物浓度的方法和系统公开(公告)号：US08536536B2
公开(公告)日：2013-09-17
申请号：US13127660
申请日：2009-11-03
CPC分类号： G01N21/85 , E02D1/00 , E21B49/005 , G01N1/2202 , G01N33/24
摘要： The present invention comprises a method and a system of collection and analysis for in situ determination of concentrations of minerals in granular material originating from a shaft under excavation, in a continuous, non-intrusive manner in real time. According to the present invention granular material collected passes to a granular material collector, subsequently entering a reading module which determines the concentration of different materials by spectroscopic methods. The granular material collected comes from drilling dust which rises along a boring tool of an excavating bit. The concentration data of different minerals in the granular material being analysed at a given moment may be processed and transmitted to establish and/or correct logistic and operational procedures such as, for example, in an excavation or in an overall process wherein it is set.
摘要翻译： 本发明包括一种收集和分析方法和系统，用于实时地以连续，非侵入的方式原位测定起始于井下的轴的颗粒物质中矿物质的浓度。 根据本发明，收集的颗粒材料传送到颗粒状收集器，随后进入读取模块，其通过光谱方法确定不同材料的浓度。 收集的颗粒材料来自钻井灰尘，其沿着挖掘钻头的钻孔工具上升。 在给定时刻分析的颗粒材料中的不同矿物质的浓度数据可以被处理和传输，以建立和/或正确的后勤和操作程序，例如在挖掘中或其中设定的整个过程中。
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公开(公告)号：US08500941B2
公开(公告)日：2013-08-06
申请号：US12315584
申请日：2008-12-04
申请人： Michael Whitener
发明人： Michael Whitener
CPC分类号： B65D90/24 , B05D3/12 , B29C66/435 , C09D175/02 , E02D1/00
摘要： A method of manufacturing a plurality of secondary containment panels and assembling and installing the panels in a secondary containment system of an above-ground liquid storage tank or other retention facility includes forming a plurality of flexible substrate pieces. A liquid impermeable coating is applied to the upper surface of each piece such that an edge segment of the piece remains uncoated. The coating is applied to the substrate piece in an indoor enclosure. The coated pieces are delivered to the site of the tank and extended across the ground adjacent to the tank. At least a pair of the pieces are juxtaposed relative to one another such that a first one of the pieces overlaps the uncoated segment of the second piece to form a seam. An adhesive substance is then applied to the seam to fasten the first and second pieces together.
摘要翻译： 一种制造多个次级容纳面板的方法，并且将面板组装和安装在地上液体储存罐或其它保持设备的二次容纳系统中的方法包括形成多个柔性衬底片。 将液体不可渗透的涂层施加到每个部件的上表面，使得该部件的边缘部分保持未涂覆。 将涂层施加到室内机壳中的基片上。 涂覆的部件被输送到罐的位置并且延伸穿过与罐相邻的地面。 至少一对片相对于彼此并置，使得第一片与第二片的未涂层片重叠以形成接缝。 然后将粘合剂物质施加到接缝以将第一和第二部件固定在一起。
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97.发明授权公开(公告)号：US07624630B2
公开(公告)日：2009-12-01
申请号：US10583900
申请日：2004-05-06
申请人： Kazuo Masuda
发明人： Kazuo Masuda
IPC分类号： E21B49/02
CPC分类号： G01N3/32 , E02D1/00 , G01N2013/006
摘要： A testing method and apparatus for ground liquefaction and dynamic characteristics in the original position utilizing a boring hole, wherein the dynamic strength and deformation characteristics of a soil layer against a dynamic repetitive load, in an optional position in the ground can be obtained by a simple method. A measuring cell based on a three-chamber construction is used, and upper and lower soil layers (J1, J3) with an intermediate soil layer (J2) therebetween are alternately subjected to a dynamic repetitive load, and what influence there is on the intermediate soil layer (J2) is investigated from the relation between pressure and displacement.
摘要翻译： 利用钻孔的原始位置的地面液化和动态特性的测试方法和装置，其中在地面中任选位置的土层对动态重力载荷的动态强度和变形特性可以通过简单的 方法。 使用基于三室结构的测量池，其间具有中间土层（J2）的上下土层（J1，J3）交替地经受动态重复载荷，并且对中间层有影响 从压力和位移之间的关系研究土壤层（J2）。
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98.发明申请公开(公告)号：US20070279632A1
公开(公告)日：2007-12-06
申请号：US10593637
申请日：2004-03-24
申请人： Philippe Delmas , Alain Nancey , Marc Voet , Johan Vlekken , Els Schoubs
发明人： Philippe Delmas , Alain Nancey , Marc Voet , Johan Vlekken , Els Schoubs
IPC分类号： G01N21/84
CPC分类号： G01B11/165 , E02D1/00
摘要： The invention concerns a process for locating and measuring deformation in a civil engineering structure, characterised by the fact that at least one geosynthetic fabric (1) containing a plurality of optical fibres (2a to 2e) in parallel and capable of transmitting signals is applied in the said structure or under the said structure, the said optical fibres containing Bragg gratings (3), evenly spaced in series (4) of N1 consecutive gratings that correspond to the same wavelength, the said series being themselves distributed in identical sets, each of which contains N2 consecutive series that correspond to the different wavelengths, and by the fact that, in at least two optical fibres, the numbers N1 of gratings of a series and the numbers N2 of series (4) of a set (5) are determined in such as way that the measurement of the differences between the wavelengths of the incident light transmitted in each of the said optical fibres and the wavelengths of the light reflected by the Bragg gratings enable to locate the deformations to which the structure is subjected on the one hand and, on the other, to measure the elongation of the said optical fibres where the deformation occurs.
摘要翻译： 本发明涉及一种用于定位和测量土木工程结构中的变形的方法，其特征在于，至少一个并联并且能够传输信号的包含多个光纤（2 a至2 e）的土工合成织物（1）是 所述光纤应用在所述结构中或在所述结构下，所述光纤包含与对应于相同波长的N 1个连续光栅串联（4）均匀间隔的布拉格光栅（3），所述系列本身分布在相同的集合 ，其中每一个包含对应于不同波长的N 2个连续序列，以及在至少两个光纤中，一系列光栅的数量N 1和一系列（4）的序列号N 2的事实， （5）以这样的方式确定，即测量在每个所述光纤中传输的入射光的波长与光的波长之间的差异的反射 通过布拉格光栅可以一方面定位结构受到的变形，另一方面是测量发生变形的所述光纤的伸长率。
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公开(公告)号：US07191802B2
公开(公告)日：2007-03-20
申请号：US11234136
申请日：2005-09-26
申请人： Dennis W. Koerner
发明人： Dennis W. Koerner
IPC分类号： F16L57/00
CPC分类号： F16L11/10 , E02B11/005 , E02D1/00
摘要： The combination of a flexible pipe, e.g. plastic, and a reinforcing member mounted around the pipe to strengthen the pipe and to enhance its ability to resist deformation under load. In one embodiment the reinforcing member includes a flexible perforated plastic netting containing an aggregation of lightweight elements such as expanded polystyrene beads capable of wrapping around the pipe, preferably in helical fashion along the length of the pipe. In another embodiment, a number of members are mounted on the pipe in longitudinally extending fashion.In all embodiments, the beads provide drainage around the pipe when it is placed in a trench and obviate the need for gravel normally used in conventional systems.
摘要翻译： 柔性管的组合，例如。 塑料，以及安装在管道周围的加强件，以加强管子并提高其在负载下抗变形的能力。 在一个实施例中，加强构件包括柔性多孔塑料网，其包含轻质元件的聚集体，例如能够围绕管缠绕的发泡聚苯乙烯珠，优选沿着管的长度以螺旋方式缠绕。 在另一个实施例中，多个构件以纵向延伸方式安装在管道上。 在所有实施例中，当珠被放置在沟槽中时，珠子围绕管道提供排水，并且消除了在常规系统中通常使用的砾石的需要。
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公开(公告)号：US20060070678A1
公开(公告)日：2006-04-06
申请号：US11234136
申请日：2005-09-26
申请人： Dennis Koerner
发明人： Dennis Koerner
IPC分类号： F16L57/00
CPC分类号： F16L11/10 , E02B11/005 , E02D1/00
摘要： The combination of a flexible pipe, e.g. plastic, and a reinforcing member mounted around the pipe to strengthen the pipe and to enhance its ability to resist deformation under load. In one embodiment the reinforcing member includes a flexible perforated plastic netting containing an aggregation of lightweight elements such as expanded polystyrene beads capable of wrapping around the pipe, preferably in helical fashion along the length of the pipe. In another embodiment, a number of members are mounted on the pipe in longitudinally extending fashion. In all embodiments, the beads provide drainage around the pipe when it is placed in a trench and obviate the need for gravel normally used in conventional systems.
摘要翻译： 柔性管的组合，例如。 塑料，以及安装在管道周围的加强件，以加强管子并提高其在负载下抗变形的能力。 在一个实施例中，加强构件包括柔性多孔塑料网，其包含轻质元件的聚集体，例如能够围绕管缠绕的发泡聚苯乙烯珠，优选沿着管的长度以螺旋方式缠绕。 在另一个实施例中，多个构件以纵向延伸方式安装在管道上。 在所有实施例中，当珠被放置在沟槽中时，珠子围绕管道提供排水，并且消除了在常规系统中通常使用的砾石的需要。
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