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69 条记录 (耗时 0.017 秒)

    Method and device for freezing a mass of soil
    1.
    发明授权
    Method and device for freezing a mass of soil 有权

    公开(公告)号：US11091893B2

    公开(公告)日：2021-08-17

    申请号：US16611019

    申请日：2018-05-09

    申请人： VINCI CONSTRUCTION

    发明人： Romain Nicolas ,  Bertrand Thidet ,  Raphaël Gueulet ,  Jérôme Stubler

    IPC分类号： E02D3/115 ,  E02D3/12

    摘要： A method for freezing and treating a mass of soil, making it possible to compensate for deformations of the mass of soil during thawing, including the following steps: a) producing at least one bore (2) in the mass of soil, b) at least partly freezing the mass of soil using a freezing fluid injected into the bore, and then c) injecting a compensation grouting into the mass of soil, using the bore (2) that was used for freezing, during the thawing phase in order to at least partly compensate for variations in the volume of the mass of soil when the latter thaws.

    Combination freezing head for nitrogen-brine freezing
    2.
    发明授权
    Combination freezing head for nitrogen-brine freezing 有权

    公开(公告)号：US11085164B2

    公开(公告)日：2021-08-10

    申请号：US16344938

    申请日：2017-10-18

    申请人： Linde Aktiengesellschaft

    发明人： Reiner Schiffbauer ,  Abraham Sliwo

    IPC分类号： E02D3/115 ,  E02D19/14

    摘要： An apparatus for freezing ground comprises a freezing head extending along a longitudinal axis, and a first conduit for introducing a first cooling medium or a second cooling medium different therefrom into an interior of the freezing head. The first conduit opens into the interior a second conduit introduces the second cooling medium into the interior of the freezing head or draws the first and/or the second cooling medium off from the interior of the freezing head. The second conduit opens into the interior of the freezing head, the apparatus has at least three separate connections, namely a first connection, via which the first cooling medium can be introduced into the interior of the freezing head, a second connection, via which the second cooling medium can be introduced into the interior of the freezing head, and a third connection, via which the first or the second cooling means can be drawn off from the interior of the freezing head.

    Artificial ground freezing method and artificial ground freezing system
    3.
    发明授权
    Artificial ground freezing method and artificial ground freezing system 有权

    公开(公告)号：US10221537B2

    公开(公告)日：2019-03-05

    申请号：US15537020

    申请日：2015-04-22

    申请人： CHEMICAL GROUTING CO., LTD.

    发明人： Yuichi Tachiwada ,  Tsutomu Tsuchiya ,  Takeru Ariizumi ,  Hiroshi Soma

    IPC分类号： E02D3/11 ,  B02C1/06 ,  E02D19/14 ,  E02D3/115 ,  E21D1/12 ,  E21D9/04

    摘要： The purpose of the present invention is to provide an artificial ground freezing method having good coolant thermal efficiency without a gas-phase coolant being released into the ground or into the air. For that purpose, the present invention has: a freeze pipe (1: casing) for freezing the ground buried in the ground and a coolant circulation pipe (2) provided on the inside of the freeze pipe (1), wherein the coolant flowing inside the coolant circulation pipe (2) is carbon dioxide; and a coolant apparatus (10) that cools and supplies the carbon dioxide to the coolant circulation pipe (2), the coolant circulation pipe (2) comprising a first coolant circulation pipe (2A) on which a plurality of micro-coolant passages (2A delta) is formed, wherein the tip portion (tip portion in the ground) of the first coolant circulation pipe (2A) is connected to a plugging member (3: bottom socket) that connects the plurality of micro-coolant passages (2A delta) of the first coolant circulation pipe (2A) to a coolant supply side and coolant return side.

    DEVICE AND METHOD FOR GROUND FREEZING
    4.
    发明申请
    DEVICE AND METHOD FOR GROUND FREEZING 审中-公开

    公开(公告)号：US20190048549A1

    公开(公告)日：2019-02-14

    申请号：US16047169

    申请日：2018-07-27

    申请人： Ralf Schmand ,  Abraham Sliwo

    发明人： Ralf Schmand ,  Abraham Sliwo

    IPC分类号： E02D3/115

    摘要： A method and device for freezing the ground are disclosed, including a freezing lance which extends along a longitudinal axis and has a pipe mantle that encloses an interior space, wherein the ground surrounding the freezing lance can be cooled by the refrigerant present in a first section of the interior space, a line for supplying the liquid refrigerant in the first section of the interior space, wherein the device has a first end section with a first opening for removing an exhaust gas formed by evaporation of the refrigerant from the interior space, wherein the interior space has a second section for holding the exhaust gas, wherein heat is exchangeable between the exhaust gas and the pipe mantle in the second section, so that the exhaust gas can be heated by heat exchange with the ground adjacent to the freezing lance.

    ZONE FREEZE PIPE
    5.
    发明申请
    ZONE FREEZE PIPE 审中-公开
    区域冻结管

    公开(公告)号：US20130277017A1

    公开(公告)日：2013-10-24

    申请号：US13841913

    申请日：2013-03-15

    申请人： Daniel Mageau ,  Larry Applegate

    发明人： Daniel Mageau ,  Larry Applegate

    IPC分类号： E02D3/115 ,  F28D1/053

    CPC分类号： E02D3/115 ,  F24T10/17 ,  F28D1/053 ,  F28F13/14 ,  Y02E10/125

    摘要： An apparatus sometime referred to as a freeze pipe and methods of using these apparatus in ground freezing applications is provided. Ground freezing is a temporary ground support technique that is used extensively for groundwater control and ground stabilization in underground construction and deep excavations. The process involves circulating refrigerated liquids through a series of vertically disposed “freeze” pipes to freeze the ground creating a solid barrier that prevents water intrusion and provides structural support for excavation. The freeze pipes are directed to “zone freeze” pipes or the like, which cause the ground to freeze in selected segments along the pipe, also referred to as zones.

    摘要翻译： 提供了一种有时被称为冷冻管的装置以及在地面冷冻应用中使用这些装置的方法。 地面冻结是一种临时地面支护技术，广泛用于地下水控制和地下施工和深层挖掘中的地面稳定。 该过程涉及通过一系列垂直布置的“冷冻”管道循环冷冻液体，以冻结地面，产生防止水侵入并提供挖掘结构支撑的固体屏障。 冷冻管被引导到“区域冻结”管道等，其导致地面沿着管道（也称为区域）在选定的段中冻结。

    Method and structural support for increasing load carrying capacity in permafrost
    7.
    发明授权
    Method and structural support for increasing load carrying capacity in permafrost 失效
    用于增加永冻土承载能力的方法和结构支持

    公开(公告)号：US4067198A

    公开(公告)日：1978-01-10

    申请号：US587917

    申请日：1975-06-18

    申请人： Erwin L. Long

    发明人： Erwin L. Long

    IPC分类号： E02D3/115 ,  E02D5/28 ,  E02D27/35 ,  E02D3/08 ,  E02D5/24 ,  E02D27/32

    CPC分类号： E02D27/35 ,  E02D3/115 ,  E02D5/28

    摘要： A modular pile unit and method of using same in which a plurality of small thermal piles are rigidly interconnected in a symmetrical array by interconnecting heat dissipation fins at the upper ends of the piles. A sleeve in one embodiment can be added to such an integral modular pile unit or, in another embodiment, can be added to an individual thermal pile to increase the effective diameter of the pile unit or the individual pile along a length extending into the permanently frozen region of the soil.

    摘要翻译： 一种模块化桩单元及其使用方法，其中多个小型热桩通过在桩的上端互连散热翅片以对称阵列刚性互连。 一个实施例中的套筒可以被添加到这种整体的模块化桩单元中，或者在另一个实施例中可以添加到单独的热桩中，以沿着延伸到永久冻结的长度增加桩单元或单个桩的有效直径 土壤区域