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31. 发明授权

US4676694A Process and installation for the congelation of grounds by means of a cryogenic liquid 失效
标题翻译：通过低温液体处理和安装地面
公开(公告)号：US4676694A
公开(公告)日：1987-06-30
申请号：US739602
申请日：1985-05-29
申请人： Pierre Karinthi , Maurice Gardent , Colette Regnier , Jean Tuccella
发明人： Pierre Karinthi , Maurice Gardent , Colette Regnier , Jean Tuccella
IPC分类号： E02D3/115 , E02D19/14
CPC分类号： E02D3/115 , E02D19/14
摘要： The injection of liquid nitrogen into the probe (2) is regulated in an on-off manner so as to maintain the temperature of the ground at the coldest point above a value within the range of between -140.degree. C. and -160.degree. C. so as to cause calefaction of the liquid nitrogen. The liquid nitrogen is alternately injected into the central passage (9) and into the annular passage (11) of the probe, these passages being thermally insulated from each other.
摘要翻译：将液氮注入探针（2）中以开关方式进行调节，以将最冷点处的地面温度保持在-140℃至-160℃之间的范围内以引起液氮的冷凝。液氮被交替地注入到中心通道（9）中并进入到探针的环形通道（11）中，这些通道彼此隔热。

32. 发明授权

US3436919A Underground sealing 失效
标题翻译：地下密封
公开(公告)号：US3436919A
公开(公告)日：1969-04-08
申请号：US3436919D
申请日：1966-05-09
申请人： CONTINENTAL OIL CO
发明人： SHOCK D ARCY A , SUDBURY JOHN D
IPC分类号： E02D19/14 , E02D27/38 , E04H7/02 , E21D1/12 , E21F17/00 , F17C3/00 , B65G5/00 , E21F17/16
CPC分类号： E02D27/38 , E02D19/14 , E04H7/02 , E21D1/12 , E21F17/00 , F17C3/005 , F17C2203/0678 , F17C2221/033 , F17C2221/035 , F17C2223/0161 , F17C2223/033 , F17C2227/0341 , F17C2227/0376 , F17C2260/032 , F17C2270/0149 , F17C2270/0163

33. 发明授权

US06854929B2 Isolation of soil with a low temperature barrier prior to conductive thermal treatment of the soil 有权
标题翻译：在土壤导电热处理之前隔离具有低温屏障的土壤
公开(公告)号：US06854929B2
公开(公告)日：2005-02-15
申请号：US10280102
申请日：2002-10-24
申请人： Harold J. Vinegar , George L. Stegemeier
发明人： Harold J. Vinegar , George L. Stegemeier
IPC分类号： B09C1/00 , B09C1/02 , B09C1/06 , B09C1/08 , B09C1/10 , E02D3/11 , E02D3/115 , E02D19/14 , B09B1/00
CPC分类号： B09C1/00 , B09C1/002 , B09C1/02 , B09C1/06 , B09C1/08 , B09C1/10 , B09C2101/00 , E02D3/11 , E02D3/115 , E02D19/14
摘要： Freeze wells may be used to isolate an area for soil remediation. Freeze wells may form a frozen barrier around a treatment area. The frozen barrier may inhibit fluid from entering into the treatment area. The frozen barrier may also inhibit migration of contamination out of the treatment area. The frozen barrier may be used to surround all of the perimeter of the treatment area. A frozen barrier may also be formed above or below a treatment area. Freeze wells may be activated in advance of soil remediation so that a frozen barrier is formed when soil remediation is begun. The soil remediation may be accomplished by any type of soil remediation system, including a thermal soil remediation system. Heaters of a thermal soil remediation system may be may be placed close to the frozen barrier without the barrier being broken through during remediation.
摘要翻译：冷冻井可用于隔离土壤修复区域。冻结井可能在治疗区域周围形成冻结的屏障。冻结的屏障可以抑制流体进入处理区域。冻结的屏障还可以抑制污染物从处理区域的迁移。冻结的屏障可以用于围绕治疗区域的所有周边。也可以在处理区域的上方或下方形成冷冻的屏障。在土壤修复之前，可能会启动冻结井，以便在土壤修复开始时形成冻结的屏障。土壤修复可以通过任何类型的土壤修复系统完成，包括热土壤修复系统。热土壤修复系统的加热器可以放置在冰封的屏障附近，而不会在修复过程中破坏屏障。

34. 发明授权

US5507149A Nonporous liquid impermeable cryogenic barrier 失效
标题翻译：无孔液体不渗透低温屏障
公开(公告)号：US5507149A
公开(公告)日：1996-04-16
申请号：US358080
申请日：1994-12-15
申请人： J. Gregory Dash , Roger J. Leger , Ronald K. Krieg
发明人： J. Gregory Dash , Roger J. Leger , Ronald K. Krieg
IPC分类号： B09C1/00 , E02D19/14 , E02D31/00 , E21B43/30 , F25B19/00
CPC分类号： E02D19/14 , B09C1/00 , E02D31/00 , E21B43/305
摘要： A method of making a nonporous, substantially liquid-impermeable cryogenic barrier within the Earth, and a nonporuous, substantially liquid-impermeable cryogenic barrier. A triple array of casings extends along respective sets of central axes from arrays of spaced apart locations on the surface of the Earth. A refrigerant is flowed through the two outer arrays of casings to form overlapping, continuous cold columnar regions extending along and about the respective central axes of the casings. The intermediate region between the two outer arrays of casings contains the central array of casings. A heat transtar agent is flowed through a selected subset of casings within the central array of casings to establish a relatively warm region between the continuous cold regions. Water is introduced into the relatively warm region through a second selected subset of casings within the central array of casings at a rate which permits freezing of the water upon entry into, and contact with, the adjacent continuous cold regions. When the relatively warm region is saturated with water, a flow of refrigerant is established in the first selected subset of casings in the central array to freeze the saturated region and form a nonporous, substantially liquid-impermeable barrier.
摘要翻译：一种在地球内制造无孔的，基本上液体不可渗透的低温屏障的方法，以及非均匀的基本上液体不可渗透的低温屏障。壳体的三重阵列沿着地球表面上间隔开的位置的阵列的各组中心轴线延伸。制冷剂流过壳体的两个外部阵列，以形成沿壳体的相应中心轴线延伸并且围绕壳体的各个中心轴线延伸的重叠的连续的冷柱状区域。壳体的两个外部阵列之间的中间区域包含壳体的中心阵列。热转移剂通过壳体的中心阵列中的选定的壳体子集流动，以在连续的冷区域之间建立相对温暖的区域。水通过壳体的中心阵列中的壳体的第二选定的子集引入相对温暖的区域，其速率允许在进入和接触相邻的连续冷区域时使水冷冻。当相对温暖的区域被水饱和时，在中心阵列中的壳体的第一选定子集中建立制冷剂流，以冷冻饱和区域并形成无孔的，基本上不透液的屏障。

35. 发明授权

US5416257A Open frozen barrier flow control and remediation of hazardous soil 失效
标题翻译：开放冻结障碍物流量控制和危害性土壤的修复
公开(公告)号：US5416257A
公开(公告)日：1995-05-16
申请号：US198758
申请日：1994-02-18
申请人： Raymond P. Peters
发明人： Raymond P. Peters
IPC分类号： E02D19/14 , G21F9/04
CPC分类号： E02D19/14
摘要： Treatment of flowable underground contaminants comprises freezing at least one open underground barrier volume to form a wall (10) near the contaminated region (12) in the ground (14), where the wall (10) is positioned to direct the contaminant flow (16) along a subsurface path (18) and allow concentration of the contaminants and their remediation.
摘要翻译：可流动的地下污染物的处理包括冷冻至少一个开放的地下屏障体积以在接地（14）中的污染区域（12）附近形成壁（10），其中壁（10）定位成引导污染物流）沿着地下路径（18），并允许污染物的浓度及其修复。

36. 发明授权

US4637217A Rapid construction of ice structures with chemically treated sea water 失效
标题翻译：用化学处理的海水快速建造冰结构
公开(公告)号：US4637217A
公开(公告)日：1987-01-20
申请号：US757157
申请日：1985-07-22
申请人： Lawrence B. Owen , Daniel M. Masterson , Sidney J. Green
发明人： Lawrence B. Owen , Daniel M. Masterson , Sidney J. Green
IPC分类号： E02D3/115 , E02D19/14 , E02D17/00
CPC分类号： E02D3/115 , E02D19/14
摘要： A method for accelerating the freezing of sea water by two different, but related approaches. One involves the use of fluorinated or fluorochemical surfactants, other surfactants with specific activity in saline water, and the other by treatment with ice nucleation agents or the use of both. The specific application for the process is construction of improved load bearing ice structures as used in Arctic regions in supprot of hydrocarbon exploration and production activities.
摘要翻译：一种通过两种不同的相关方法加速海水冻结的方法。一种涉及氟化或含氟化学表面活性剂，其它在盐水中具有特异性活性的表面活性剂，另一种是用冰成核剂或二者的使用。该过程的具体应用是在碳氢化合物勘探和生产活动的支持下，在北极地区建造改进的承载冰结构。

37. 发明授权

US4516878A Tunnel constructing 失效
标题翻译：隧道建设
公开(公告)号：US4516878A
公开(公告)日：1985-05-14
申请号：US425200
申请日：1982-09-28
申请人： Dieter Rebhan
发明人： Dieter Rebhan
IPC分类号： E02D19/14 , E21D1/06 , E21D9/00
CPC分类号： E02D19/14
摘要： Tunnels are constructed by freezing soil and removing frozen soil between starting and end shafts of the tunnels. Tunnels are driven in an uncomplicated manner in rapidly changing soils without auxiliary construction means. A hole is bored in or near the planned axis of the intended tunnel between starting and end shafts. A soil freezing work pipe is inserted into the hole. The pipe is cooled by a cooling agent. The soil freezing work pipe continues to be cooled until an ice and frozen soil mass has formed around the work pipe, which frozen mass has a diameter which is larger than that of the planned tunnel. Frozen soil is subsequently excavated, leaving a frozen soil lining, which is immediately supported by a primary support lining or a permanent lining.
摘要翻译：隧道是通过冻结土壤和清除隧道的起始和终点之间的冻结土壤构成的。隧道以不复杂的方式在快速变化的土壤中被驱动，没有辅助施工手段。在开始和结束轴之间的预期隧道的预定轴线中或附近钻孔。将一个土壤冷冻工作管插入孔中。管道由冷却剂冷却。土壤冷冻工作管继续冷却，直到工作管周围形成冰和冻土，冻结质量的直径大于计划隧道的直径。随后挖出冷冻土壤，留下一个冻结的土壤衬里，立即由主要支撑衬里或永久衬里支撑。

38. 发明授权

US4505326A Heat pipes with shrouded fins and fan 失效
标题翻译：带有翅片和风扇的热管
公开(公告)号：US4505326A
公开(公告)日：1985-03-19
申请号：US494416
申请日：1983-05-13
申请人： Craig B. Hazen
发明人： Craig B. Hazen
IPC分类号： E02D19/14 , F28D15/02 , F25D1/00 , F28D15/00 , F28F13/12
CPC分类号： F28D15/02 , E02D19/14 , F28F2250/08
摘要： A soil freezing apparatus includes a vertically oriented sealed heat pipe containing refrigerant and having a soil-embedded lower end and an upper end with radial heat exchange fins for conducting heat from the pipe to the atmosphere. A cylindrical tubular open-ended shroud means is fitted over the heat exchange fins for enclosing same and an electric motor driven fan is operable for effecting the upward flow of ambient air through the shroud means in contact with the heat exchange fins for increasing the heat flow rate from the fins to the atmosphere.
摘要翻译：土壤冷冻装置包括垂直取向的密封热管，其包含制冷剂并具有埋入土壤的下端，上端具有用于将热量从管道传导到大气的径向热交换翅片。一个圆柱形管状开口式护罩装置安装在热交换翅片上，用于封闭它们，电动马达驱动风扇可操作，用于通过与热交换翅片相接触的护罩装置向上流动环境空气，以增加热量从鳍到大气的速度。

39. 发明申请

WO2018113488A1 一种顶管冻结系统及其施工方法审中-公开
公开(公告)号：WO2018113488A1
公开(公告)日：2018-06-28
申请号：PCT/CN2017/113451
申请日：2017-12-13
申请人：中国十七冶集团有限公司
发明人：赵海峰
IPC分类号： E02D19/14
CPC分类号： E02D19/14
摘要：一种顶管冻结系统，包括循环管道、冻结管（3）、普通顶管（4）、冻结配送装置（5）、测温线（6）、连接管道（7）和循环系统配送装置（8）。还包括利用顶管冻结系统的施工方法，首先开挖工作基坑，在工作基坑一周需要N个普通顶管（4）按等距紧密排列，并对其进行编号；然后借助顶进设备产生的顶力，克服管道和周围土壤的摩擦力，将普通顶管（4）按照设计的坡度顶到土层中，每个单数管道配置冻结管（3），每个双数管道配置循环管道，每个管道内都配置相应的线路；用连接设备将普通顶管（4）连接；最后将其余的管道依次顶入，将土运出，将普通顶管（4）内的管道连接起来，并连接相应的管线，形成一个稳定的空间，周边的连接管道（7）起到锚固和支撑的作用。

40. 发明申请

WO03035987A2 ISOLATION OF SOIL WITH A FROZEN BARRIER PRIOR TO CONDUCTIVE THERMAL TREATMENT OF THE SOIL 审中-公开
标题翻译：在土壤导热热处理之前用冷冻棒分离土壤
公开(公告)号：WO03035987A2
公开(公告)日：2003-05-01
申请号：PCT/US0234240
申请日：2002-10-24
申请人： SHELL OIL CO , SHELL CANADA LTD
发明人： VINEGAR HAROLD J , STEGEMEIER GEORGE LEO
IPC分类号： B09C1/00 , B09C1/02 , B09C1/06 , B09C1/08 , B09C1/10 , E02D3/11 , E02D3/115 , E02D19/14 , E02D3/12
CPC分类号： B09C1/00 , B09C1/002 , B09C1/02 , B09C1/06 , B09C1/08 , B09C1/10 , B09C2101/00 , E02D3/11 , E02D3/115 , E02D19/14
摘要： Freeze wells may be used to isolate an area for soil remediation. Freeze wells may form a frozen barrier around a treatment area. The frozen barrier may inhibit fluid from entering into the treatment area. The frozen barrier may also inhibit migration of contamination out of the treatment area. The frozen barrier may be used to surround all of the perimeter of the treatment area. A frozen barrier may also be formed above or below a treatment area. Freeze wells may be activated in advance of soil remediation so that a frozen barrier is formed when soil remediation is begun. The soil remediation may be accomplished by any type of soil remediation system, including a thermal soil remediation system. Heaters of a thermal soil remediation system may be may be placed close to the frozen barrier without the barrier being broken through during remediation.
摘要翻译：冷冻井可用于隔离土壤修复区域。冻结井可能在治疗区域周围形成冻结的屏障。冻结的屏障可以抑制流体进入处理区域。冻结的屏障还可以抑制污染物从处理区域的迁移。冻结的屏障可以用于围绕治疗区域的所有周边。也可以在处理区域的上方或下方形成冷冻的屏障。在土壤修复之前，可能会启动冻结井，以便在土壤修复开始时形成冻结的屏障。土壤修复可以通过任何类型的土壤修复系统完成，包括热土壤修复系统。热土壤修复系统的加热器可以放置在冰封的屏障附近，而不会在修复过程中破坏屏障。

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